Towards a clean environment: The potential application of eco-friendly magnesia-silicate cement in CO2 sequestration

Towards a clean environment: The potential application of eco-friendly magnesia-silicate cement in CO2 sequestration

Journal Pre-proof Towards a clean environment: The potential application of eco-friendly magnesiasilicate cement in CO2 sequestration Hamdy A. Abdel-G...

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Journal Pre-proof Towards a clean environment: The potential application of eco-friendly magnesiasilicate cement in CO2 sequestration Hamdy A. Abdel-Gawwad, Hassan Soltan Hassan, S.R. Vásquez-García, Isabel Israde-Alcántara, Yung-Chin Ding, Marco Antonio Martinez-Cinco, S. Abdel-Aleem, Hesham M. Khater, Taher A. Tawfik, Ibrahim M. El-Kattan PII:

S0959-6526(19)34745-6

DOI:

https://doi.org/10.1016/j.jclepro.2019.119875

Reference:

JCLP 119875

To appear in:

Journal of Cleaner Production

Received Date: 6 August 2019 Revised Date:

23 December 2019

Accepted Date: 24 December 2019

Please cite this article as: Abdel-Gawwad HA, Hassan HS, Vásquez-García SR, Israde-Alcántara I, Ding Y-C, Martinez-Cinco MA, Abdel-Aleem S, Khater HM, Tawfik TA, El-Kattan IM, Towards a clean environment: The potential application of eco-friendly magnesia-silicate cement in CO2 sequestration, Journal of Cleaner Production (2020), doi: https://doi.org/10.1016/j.jclepro.2019.119875. This is a PDF file of an article that has undergone enhancements after acceptance, such as the addition of a cover page and metadata, and formatting for readability, but it is not yet the definitive version of record. This version will undergo additional copyediting, typesetting and review before it is published in its final form, but we are providing this version to give early visibility of the article. Please note that, during the production process, errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain. © 2019 Published by Elsevier Ltd.

Authors Contributions Section

Hamdy A. Abdel-Gawwad Preparation of chemicals and materials, Methodology, Statistical analysis, Interpretation of data, Spectroscopic analysis, Revision of manuscript, language editing

Hassan Soltan Hassan Preparation of chemicals and materials, Methodology, Statistical analysis, Interpretation of data, Spectroscopic analysis, Revision of manuscript, language editing

S.R. Vásquez-García Preparation of chemicals and materials, Methodology, Statistical analysis, Interpretation of data, Spectroscopic analysis, Revision of manuscript, language editing

Isabel Israde-Alcántara Preparation of chemicals and materials, Methodology, Statistical analysis, Interpretation of data, Spectroscopic analysis, Revision of manuscript, language editing

Yung-Chin Ding Preparation of chemicals and materials, Methodology, Statistical analysis, Interpretation of data, Spectroscopic analysis, Revision of manuscript, language editing

Marco Antonio Martinez-Cinco Preparation of chemicals and materials, Methodology, Statistical analysis, Interpretation of data, Spectroscopic analysis, Revision of manuscript, language editing

S. Abdel-Aleem Preparation of chemicals and materials, Methodology, Statistical analysis, Interpretation of data, Spectroscopic analysis, Revision of manuscript, language editing

Hesham M. Khater Preparation of chemicals and materials, Methodology, Statistical analysis, Interpretation of data, Spectroscopic analysis, Revision of manuscript, language editing

Ibrahim M. El-Kattan Preparation of chemicals and materials, Methodology, Statistical analysis, Interpretation of data, Spectroscopic analysis, Revision of manuscript, language editing

Taher A. Tawfik Preparation of chemicals and materials, Methodology, Statistical analysis, Interpretation of data, Spectroscopic analysis, Revision of manuscript, language editing

CO2 Sequestration Process

CO2

Eco-Friendly Method

CO2

CO2

MgO Different Types Of Volcanic Ashes + MgO

Super CO2 sequestration cement

1

Towards a clean environment: The potential application of eco-friendly

2

magnesia-silicate cement in CO2 sequestration

3

Hamdy A. Abdel-Gawwad*1, Hassan Soltan Hassan*2,3, S.R. Vásquez-García2, Isabel Israde-Alcántara4,

4

Yung-Chin Ding5, Marco Antonio Martinez-Cinco2, S. Abdel-Aleem6, Hesham M. Khater1,

5

Taher A. Tawfik7, Ibrahim M. El-Kattan8

6

1

Raw Building Materials Research and Processing Technology Institute, Housing and Building National

7 8

Research Center (HBRC), Cairo, Egypt 2

Posgrado de Ingeniería Química, Universidad Michoacana de San Nicolas de Hidalgo, 58000, Morelia,

9

Michoacan, Mexico 3

10 4

11

Geology Department, Faculty of Science, New Valley University 72511, El- Kharga, Egypt

Instituto de Investigaciones en ciencias de latierra Edif. U-4, Cd. Universitaria, Morelia, Michoacán,

12 13

Mexico 5

Institute of Mineral Resources Engineering, National Taipei University of Technology, Taipei, Taiwan 6

14 15

7

16

8

Construction and Building Department, Higher Institute of Engineering on 6thOctober, Giza, Egypt.

Environmental Science and Industrial Development Department, Faculty of Postgraduate Studies for

17 18

Chemistry Department, Faculty of Science, Fayoum University, Fayoum, Egypt

Advanced Sciences, Beni-Suef University, Beni-Suef, Egypt * Corresponding authors: Hassan Soltan Hassan (email: [email protected])

19

Hamdy A. Abdel-Gawwad (email: [email protected])

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Abstract

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The key point of this study is the fabrication of magnesia-based cement with promising

23

mechanical properties and high efficiency of CO2-capture. The naturally occurring

24

volcanic ashes (white & red ashes) and reactive magnesium oxide are the main materials

25

used in the synthesis of eco-friendly CO2-capture materials. Volcanic ashes were

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individually mixed with reactive magnesium oxide at ash to magnesium oxide ratio of

27

25:75 Wt. %. The dry blends can react with water to yield hardened materials (at ambient

1

28

temperature) with compressive strength depends on the type of volcanic ash. A

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considerable change in the features of the hardened samples was recorded when the

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fabricated materials exposed to 100% CO2 gas for 28-days. This change is mainly due to

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CO2-capture by magnesium hydroxide Mg(OH)2 within the fabricated materials, resulting

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in the formation of Nesquehonite minerals MgCO3.3H2O as proved by X-ray diffraction,

33

thermo-gravimetric, and infra-red instrumental techniques. The thermo-gravimetric

34

analysis demonstrates that, the fabricated sample containing low amorphous red ashes has

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higher CO2-capture capacity (~260 kg/ton) compared to that having high amorphous

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white volcanic ashes (~220 kg/ton) at 28-days of CO2-exposure. Accordingly, the

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fabricated magnesia-based cement is not only used as cementitious material with

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outstanding mechanical properties, but also used as a super CO2-absorbent precursor.

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This can strongly contribute in the mitigation of global warming potential caused by

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different industrial activities.

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Keywords: Volcanic ashes; CO2-capture; Global warming phenomenon; Magnesia-based

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cement

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1. Introduction

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Although the development of science and technology is the urgent issue in the 21th-

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centurey, it led to serious climatic change that could threaten the mankind survival and

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other life forms. Indeed, the increase of CO2 emission (which is mainly resulted from

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industrial activities) is the essential reason behind global warming phenomenon that

49

strongly affects the climatic change (Lee et al., 2010; Miller and Croft). As stated by

50

the UN Intergovernmental Panel on Climatic Change (IPCC), the concentration of CO2 in

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atmosphere will reach 550 ppm as earlier as 2050, causing an increase in the average 2

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temperature of the earth by 1.4-5.8ºC, a rise in sea level, extreme drought, wildfires,

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floods, and food shortages for hundreds of millions of people (The UN

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Intergovernmental Panel on Climatic Change (IPCC) 2005). Cement (Abdel-

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Gawwad et al., 2019a; Abdel-Gawwad et al., 2019b; Hassan et al., 2019), petro-

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chemical (Tao and Patel, 2009) and iron & steel manufacturing (Peng et al., 2016) are

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the most industries, which mainly contribute to the increment of CO2- emission. Thus, the

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modification in the processing of these industries to mitigate CO2-emission and the

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invention of a new technology with high efficacy in the CO2-separation are urgently

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required.

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CO2-sequestration as an innovative method of gas absorption has been previously

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studied by different researchers via the exposure of cementitious materials to CO2 gas

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(Pan et al., 2016; Sharma and Goyal, 2018). CO2-sequestration method was performed

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by the transformation of hydration products, within the cementitious materials, into

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carbonate-containing phases. The rate of CO2-capture mainly depends on different

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parameters, including CO2-concentration, air humidity, air temperature, and cement type

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(Behfarnia and Rostami, 2017; Czarnecki and Woyciechowski, 2015).

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The carbonation was found to have a detrimental effect on the structural Portland

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cement concrete (Breccolotti et al., 2013; Kim et al., 2009). The negative effect of

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carbonation on the properties of structural concrete is originated from the significant drop

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in pH value as the carbonation has high efficiency on the transformation of calcium

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hydroxide within hardened concrete (pH ~12) into calcium carbonate (pH ~9), resulting

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in an enhancement of the probability of steel corrosion (Kulakowski et al., 2009).

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Moreover, at later ages of CO2- exposure, CO2 can destruct the binding capacity of the 3

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hardened materials by its interaction with calcium silicate hydrate (the dominant binding

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phase of hydrated cement) to yield calcium carbonate (with lower binding capacity) and

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silicon dioxide (Wang et al., 2019). Nevertheless, Portland cement demonstrated the

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higher carbonation resistivity compared to that of alkali activated cement (Bakharev et

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al., 2001; Li and Li, 2018). The main reason behind this finding is the presence of

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Ca(OH)2 in structural Portland cement concrete as it acts as a carrier for CO2,

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accompanied by the formation protective layers of calcium carbonate on calcium silicate

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hydrate phase (Bakharev et al., 2001; He et al., 2018).

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The replacement of Portland cement by magnesium oxide has resulted in the

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formation of what is known as MgO-cement (Gonçalves et al., 2019);. This cement

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represented several advantages over Portland cement, including highest capability for

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CO2-sequestration, accompanied by the highest resistivity of the hydration and

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carbonation product to aggressive media, enhancing the probability of utilization of

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different industrial byproducts as it has lower sensitivity to impurities, potential to be re-

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use as MgO can be used alone as cementitious material by its carbonation (Unluer and

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Al-Tabbaa, 2013). The MgO utilization alone has several advantages in terms of

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capability of CO2-capture, mechanical properties and durability over Portland cement-

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MgO (Liska and Al-Tabbaa, 2008, 2009). The MgO-MgCO3 porous block showed

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higher CO2 uptake and compressive strength compared to Portland cement block at the

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same accelerated carbonation conditions (Unluer and Al-Tabbaa, 2013). In the other

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work, MgO was used alone in the CO2-capture. This method was beneficially used in the

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production of light weight blocks with density of 700-900 kg/m3 and compressive

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strength reaches 2MPa (Morrison et al., 2016).

4

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Magnesium silicate-based cement is categorized as eco-friendly cement as it

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generates CO2-emission too lower than that of Portland cement (Shen et al., 2016). This

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cement can be prepared by mixing reactive MgO with amorphous silicate precursors (Jin

101

and Al-Tabbaa, 2013; Zhang et al., 2011). Different silicate-rich wastes have been used

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in the fabrication of this cement comprising silica fume (Zhang et al., 2018), glass and

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ceramic wastes (Abdel-Gawwad et al., 2018a), fly ash (Choi et al., 2014) , and rich

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husk ash, (Sonat and Unluer, 2019). The main hydration products of the prepared

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cement are magnesium silicate hydrate and magnesium hydroxide (Abdel-Gawwad et

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al., 2018a; Sonat and Unluer, 2019). Although few researchers have conducted the

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normal and accelerated carbonation on naturally-occurring magnesium silicate rock

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(Eikeland et al., 2015), up till now there is no published work have evaluate the

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efficiency of the synthesized magnesium silicate cement in CO2-sequestration and its

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reflection on its performance.

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Accordingly, the motivation behind this work is the evaluation of the impact of

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accelerated carbonation on the fabricated magnesium silicate cement in which reactive

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magnesium oxide and naturally occurring volcanic ashes are the main precursor. The

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impact of carbonation age and volcanic ash nature (including chemical composition and

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amorphous content) on the mechanical properties and the rate of CO2-capture have been

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evaluated. The reasonable reason behind this study is the formulation of cementitious

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materials, with high mechanical properties and low production energy, which could be

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beneficially used in the production of non-structural concrete with high efficacy in the

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sequestration of CO2.

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2. Experimental

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2.1. Materials

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Two types of naturally occurring volcanic ashes (namely, white and red volcanic ashes)

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and reactive magnesium oxide (MgO) are the main raw materials used in the fabrication

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of CO2-capture materials. White and red volcanic ashes (WVA and RVA) were obtained

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from, a field area close to Morelia city, Michoacán state, Mexico; meanwhile, MgO was

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purchased from Fisher Scientific Chemical Company (UK). The chemical compositions,

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which were conducted by X-ray fluorescence (XRF: Xios PW1400), and physical

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properties of volcanic ashes and MgO are reported in Table 1. The chemical analyses of

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the starting materials prove that the WVA and RVA are mainly aluminosilicate materials.

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X-ray diffraction (XRD) (Fig. 1) proves that, the pattern of WVA represents a hump at 2θ

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range of 15-30º with the appearance of well-resolved sharp peaks affiliated to crystalline

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phases such as albite, and margarita minerals. This hump is an indication of the

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amorphous nature of WVA. The RVA demonstrates crystalline thenardite, margarita, and

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wavelite peaks with no appearance of an amorphous hump, indicating the low

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amorphicity content in RVA. The quantitative Rietveld XRD-analysis shows that, the

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WVA demonstrates amorphicity content of 72% higher than that identified in the case of

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RVA (39%).

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2.2. Fabrication of CO2-capture materials

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Flow chart of the preparation steps including hydration and carbonation curing is

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represented in Fig. 2. Firstly, WVA and RVA are ground to pass through 100 µm sieve

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followed by dry mixing with MgO for 5 min, using ball mill machine. Volcanic ashes-

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MgO blends were designed at weight ratio of 1:3. The MgO was used with high content 6

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in cement blend to offer favorable conditions for accelerated carbonation. After

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formulation step, mixing water (at water to solid ratio of 0.40) was added to homogenous

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dry WVA-MgO and RVA-MgO mixes, yielding workable pastes. The details of mixing

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proportions are reported in Table 2. The fresh pastes were transferred to stainless steel

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molds of 50 x 5 x 50 mm, followed by curing in humidity chamber with 99±1% relative

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humidity (RH) at 23±2ºC. After 24h of curing, the hardened cubes were demolded and

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cured at the same conditions for 28-days to achieve considerable compressive strength.

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The 28-days cured samples (zero time of carbonation) were transferred to

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stainless steel CO2-champer with RH of 75%. To ensure the medium with 100% CO2

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environment before conducting accelerated carbonation test, the open chamber was

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flashed with CO2 for 2 min. After CO2-flushing, the top outlet of the chamber was closed

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to proceed the accelerated carbonation of the hardened materials. The CO2-pressure

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adjusted at 20 atm. using dial gauge contented to CO2 cylinder. At different time intervals

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such as 1, 14, and 28-days, the carbonated samples were taken out and kept for 24h at

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50±5 % RH and 23±2ºC before conducting strength measurements and solid phase

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identification using XRD, thermo-gravemetric (TG/DTG) analysis, and Fourier transform

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infrared (FTIR) spectroscopy.

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2.3. Experimental methods

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Compressive strength testing was carried out on the hardened cubes following the

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procedure described by (C109M, 2016). The compressive strength value was taken as an

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average of 5-specimens readings. In order to remove irregularities, the surface of the

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specimen was carefully polished by filter paper. Compressive strength measurements

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were carried out using five tones German Brüf Pressing Machine with a maximum load 7

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capacity of 175kN. Mercury intrusion data from an Auto Pore IV 9500 porosimeter was

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applied to determine the change in the total porosity of the hardened materials before and

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after carbonation reaction.

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2.4. Phase identifications

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XRD-analysis was used to determine the crystalline phases in the cured and carbonated

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samples using Philips PW3050/60 diffractometer with 5 to 60 (2θº) scanning range,

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1s/step scanning speed, and 0.05°/step resolution. All the obtained peaks were identified

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according to powder diffraction file (PDF). A DT-50-Thermal Analyzer (Schimadzu Co-

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Kyoto, Japan), which provided by cryostat for cooling process, was used to perform the

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TGA of carbonated and cured samples. The weight percentage of CO2-sequestrated (CO2

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wt. %) by the hardened samples during CO2-exposure was calculated by dividing the

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weight loss of MgCO3-phase (WL) by the total weight loss (TWL) of sample as follow: 2,

.% =

∗ 100

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FTIR-analysis was carried out on some selected samples in order to identify the

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functional groups of hydration products via KBr discussing Genesis-IIFT-IR

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spectrometer at the wavenumber range of 400-4000 cm-1.

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3. Results and discussion

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Interestingly, reactive magnesium oxide-volcanic ash blends can react with water to yield

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hardened materials with acceptable mechanical properties. The exposure of the hardened

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materials to accelerated carbonation causes a significant changes their performances.

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3.1. XRD-analysis 8

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The X-ray diffractograms (Fig. 3) proved that brucite {Mg(OH)2}, and periclase (MgO),

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quartz, and albite are the main phases of the hardened M-WVA mixture at zero time. The

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exposure of hardened material to CO2 has resulted in the formation of nesquehonite

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(MgCO3. 3H2O: PDF # 20-669). Same observation was reported by the previous work

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(Liska et al., 2008; Vandeperre and Al-Tabbaa, 2007; Dung and Unluer, 2017) as the

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nesquehonite phases has been formed in MgO-fly ash-Portland cement (PC) system. In

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contrast, Abdel-Gawwad et al., (2018c) have reported that magnesium carbonate was

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formed during accelerated carbonation of hardened PC-MgO blends. The increase of

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exposure time leads to the enhancement of nesquehonite formation accompanied by the

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increase of Mg(OH)2 consumption. Mg(OH)2 acts as an active site for CO2 capture as it

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can interact with hydrated CO2 to yield nesquehonite mineral. It’s worth mentioning that

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magnesium silicate hydrate (MSH: as the main binder of this system) is characterized by

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low crystallinity; so, it cannot be detected by XRD. This is in consistence with previous

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works (Abdel-Gawwad et al., 2018b). As represented in Fig. 4, there is no difference

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between the mineralogical compositions of the hydration and carbonation products of M-

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WVA and M-RVA samples. Nevertheless, the pattern affiliated to M-RVA sample

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exhibits brucite mineral with lower peak intensity compared to that identified in the case

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of M-WVA one. This gives strong evidence on the high efficacy of M-RVA in the

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sequestration of CO2.

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3.2. FTIR-spectroscopy

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The FTIR spectra also confirmed that the transmittance bands affiliated to stretching

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vibration of CO32- (at 1479 cm-1) in the case of carbonated M-WVA was appeared with

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higher intensity compared to that identified in the case of zero time-hardened samples 9

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(Fig. 5). The intensity of band characteristics for stretching vibration of OH within

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Mg(OH)2 (at 3694cm-1) decreases with CO2 exposure time up to 28-days accompanied by

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an enhancement in CO32- band intensity. This perfectly proves that the consumption of

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Mg(OH)2 and the formation of carbonate containing phase are ongoing with time. It is

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important to note that, the intensity of transmittance bands related to bending vibration of

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HOH within MSH decreases with exposure time in the case of spectrum affiliated to

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hardened samples exposed to CO2 gas for 28-days. This highlights the fact that the

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probability of MSH carbonation enhances with the increase of exposure time. The

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intensity of a symmetric stretching vibration band of Si-O-Si(Al) (at 1043cm-1) in the

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case of M-WVA seems to be with higher intensity comparing with that appeared in the

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spectrum of M-RVA (Fig. 6). This proves the higher reactivity of WVA in the interaction

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with Mg(OH)2, resulting in an enhancement in MSH formation. Complementary, the M-

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RVA spectrum exhibits OH band with Mg(OH)2 with lower intensity compared with that

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identified in the case of M-WVA one. This is an indication of the high efficiency of M-

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RVA sample in the capture of CO2.

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3.3. DTG-analysis

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Fig. 7 represents the DTG-thermograms of M-WVA and M-RVA hydrated for 28-days

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(zero time). Different weight losses can be observed at different temperatures. The weight

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loss affiliated to the dehydration of combined water within MSH are detected at

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temperature range of 50-200 ºC (Abdel-Gawwad et al., 2018a, b). The weight loss

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related to the dehydroxylation of Mg(OH)2 was identified at 300-400 ºC (Abdel-

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Gawwad et al., 2018c). A small peak which appeared at 600-700 ºC is mainly referred to

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the decomposition of carbonate group within MgCO3 (Abdel-Gawwad et al., 2018a,b,c). 10

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The M-WVA demonstrates combined water weight loss within MSH greater than that of

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determined in the case of M-RVA at the same curing time. The sample with the higher

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MSH-weight loss (M-WVA) possesses the lower Mg(OH)2 content and vice versa,

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confirming the strong relation between MSH formation and Mg(OH)2 consumption

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during hydration process (before carbonation). This synergistic effect mainly depends on

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the amorphous content in volcanic ash. The reactivity of volcanic ash in the consumption

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of Mg(OH)2 enhances with the increase of amorphous content in its microstructure. This

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is in line with previous work (Abdel-Gawwad et al., 2018a), which reported that the

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silicate-rich-waste with high amorphous content has high efficacy on the consumption of

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Mg(OH)2 and the formation of MSH.

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The exposure of M-WVA to accelerated carbonation (Fig. 8) has resulted in the

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formation of new peak related to the dehydration of combined water (at 200-300ºC)

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within nesquehonite mineral (MgCO3.3H2O) accompanied by the increase of weight loss

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related to decarbonation of MgCO3. With increasing exposure time, the weight loss of

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these phases increases associating with a noticeable decrease in Mg(OH)2 weight loss.

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This should be explained by the capture of CO2 by Mg(OH)2 in the formation of

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carbonate-containing-phases. The M-WVA mixtures exposed for 28-days was found to

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exhibit the lowest MSH weight losses and the formation of the highest nesquehonite

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content. This is an indication of the potential impact of CO2 on the carbonation of MSH

254

resulting in the formation of carbonate-containing-phases. Comparing of the carbonated

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M-WVA, the exposure of M-RVA to CO2 leads to the formation of higher nesquehonite

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weight loss (Fig. 9). This could be related to the high availability of Mg(OH)2, in the

11

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hydrated M-RVA at zero time (See Fig. 7) which acts as an active site for the capture of

258

CO2.

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Generally the increase of weight loss (estimated by TGA) of hydrated and

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carbonated phases is an indication of the increment of their content. As reported in Table

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2, the M-WVA mixture demonstrate MSH weight loss at zero time 35% higher than that

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recorded in the case of M-RVA one, indicating the significant role of amorphous content

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within volcanic ash in the uptake of hydrated magnesia and the formation of MSH-binder

264

(Abdel-Gawwad et al., 2018a). Both hydrated mixtures at zero time exhibit low

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carbonate loss, confirming the fact that the hydration is the dominant reaction which

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occurs during the curing of the hardened sample in 99±1 % RH, complying with previous

267

work (Abdel-Gawwad et al., 2018c). A considerable increase in MgCO3 weight loss in

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parallel with a remarkable decrease in Mg(OH)2 weight loss was detected with the

269

increase of exposure time of the hydrated samples to CO2. This demonstrates the

270

carbonation process of the hydrated magnesia is ongoing with time. The weight loss of

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MSH slightly changes during the first 14-days of carbonation process, followed by a

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significant decrease in its value after 28-days of CO2-exposure time. This means that after

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the first 14-days of accelerated carbonation, the MSH (responsible for the strength of

274

hydrated samples) is carbonated by CO2, yielding MgCO3 (with lower binding capacity

275

compared to MSH) and SiO2 (Eikeland et al., 2015; Wang et al., 2019). This explains

276

why the compressive strength of the carbonated samples shift toward lower value at 28-

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days of curing (See later Fig. 10). At all carbonation ages, The M-RVA demonstrates

278

CO3 weight losses higher than those recorded in the case of M-WVA. This should be

279

explained by the high availability of Mg(OH)2 within the hydrated M-RVA (caused by

12

280

the low pozzolanic activity of RVA) which represents active sites for carbonation

281

reaction. The mathematical calculations prove that the intrusion of CO2 sequestration by

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the hardened materials enhances with time. At 28-days of exposure time, the M-WVA

283

and M-RVA samples absorb ~ 22 and 26% CO2, respectively. This means that each ton

284

of the prepared materials absorb ~220 and 260 kg/ton, respectively. This strongly

285

contributes to the mitigation of the global warming potential (GWP) resulted from

286

different industrial activities.

287

3.4. Physical and mechanical properties

288

The relationship between compressive strength development and porosity of the

289

carbonated samples at different ages is displayed in Fig. 10. Firstly, the hardened M-

290

WVA and M-RVA at zero time demonstrate compressive strength values of 62 and

291

49MPa, respectively. This variation in strength is mainly due to the change in amorphous

292

content in each volcanic ash, meaning that the physical nature of volcanic ash plays a

293

circular role in the performance of the hardened material (Abdel-Gawwad et al., 2018a).

294

As proved by Rietveld XRD-quantitative analysis, WVA represents amorphous content

295

(72 %) higher than that recorded by RVA (39 %). The ash with high amorphous content

296

exhibits high capability to interact with Mg(OH)2, yielding excessive content of MSH

297

binding phase, complying with TG/DTG and FTIR-analyses. At the first 14-days of

298

carbonation, a significant increase in compressive strength associating with porosity

299

reduction has been recorded. The positive role of accelerated carbonation on strength

300

development and porosity reduction has been observed in the case of different

301

cementitious systems having MgO (Morrison et al., 2016). The reason behind this effect

302

is the increase of CO2-capture (See Fig. 11), yielding carbonate-containing-phases. 13

303

The accumulation of carbonate phases mainly contributes to the reduction of pore

304

volume of the hardened material. Moreover, the CO2-capture has no effect on MSH-

305

binder formed in the hardened matrix at this period (Fig. 11). Interestingly, the hardened

306

M-WVA mixture exposed to CO2 for 14-days represents compressive strength value

307

higher than that of the hydrated sample (at zero time) by ~47 % accompanied by the

308

lower porosity. Although the hardened M-RVA mixture shows compressive strength

309

values lower than those of M-WVA one, it records compressive strength development

310

higher than that of M-WVA mixture, especially at 14-days of CO2-exposure (55 %). This

311

should be explained by the higher zero-time porosity (32 %) of the hardened M-RVA

312

compared to that of M-WVA one (24%). The higher porosity has potential impact on the

313

acceleration of carbonation rate including the fast intrusion of CO2-gas into the hardened

314

materials (Morrison et al., 2016). The high porosity of the hardened M-RVA mixture at

315

zero time is due to the low amorphous content in RVA as it has low efficacy in the

316

interaction with hydrated magnesium oxide, resulting in the formation of low MSH-

317

content. Moreover, the high crystallinity of RVA causes the formation of excessive

318

Mg(OH)2 content which in turn easily transforms to nesquehonite after exposure of

319

hardened material to CO2.

320 321

It is postulated that the rate of CO2 diffusion into the hardened material enhances

322

with the increase of its pore volume, confirming the higher CO2-capture in the case of M-

323

RVA sample as compared with M-WVA one. The 28-days carbonated samples

324

demonstrate the highest CO2-capture (Fig. 11). Nevertheless, they represent compressive

325

strength lower than those of 14-days carbonated ones (Fig. 10). This is likely derived

14

326

from the fact that the continuous exposure of hardened samples to CO2 has resulted in a

327

significant reduction in MSH-content within hardened matrix, complying with TG/DTG

328

results. It can be said that regardless the role of amorphous content in volcanic ashes in

329

prepared materials, it potentially affects the rate of CO2 capture within hardened

330

materials.

331

3.5. Mechanism of accelerated carbonation

332

The reaction mechanism of CO2-sequestration by the fabricated materials is shown in

333

Fig. 12 (Fernández Bertos et al., 2004). The capture process initiates by the diffusion

334

and penetration of CO2-gas through the hardened materials, followed by transformation

335

of CO2 from gas state to liquid one (H2CO3: as intermediate step). This transformation is

336

caused by the high moisture content within hardened materials. Carbonic acid (H2CO3) is

337

unstable compound which immediately ionized to H+, HCO3-, and CO32-. Carbonate ions

338

interact with Mg(OH)2 (as a byproduct of the hydration of MgO-volcanic ashes

339

mixtures), yielding nesquehonite (MgCO3.3H2O). At later ages, MSH (as the main binder

340

of the hardened materials) can be carbonated to form silicate hydrate and MgCO3.3H2O,

341

resulting in a significant loss in mechanical properties. As shown in Fig. 13, a noticeable

342

change in the color of hardened materials was recorded when they exposed to accelerated

343

carbonation, confirming the formation of carbonate phase caused by CO2-caprture by

344

these materials.

345

3.6. Beneficial use of the prepared materials

346

The above mentioned outcomes proved that the designed hardened materials from

347

naturally occurring volcanic ashes and MgO were found to have high efficacy in the CO2-

348

capture accompanied a remarkable change in their physical and mechanical properties. 15

349

Moreover, the proposed method in the present study can be beneficially applied in the

350

sustainable disposal aluminosilicate and magnesia-rich-wastes in the cleaner production

351

of cementitious materials with high performance and efficacy in the sequestration of

352

CO2-gas. This not only strongly contributes to the conservation of naturally-occurring

353

resources used in construction, but also reflects on the mitigation of global warming

354

potential caused by industrial and human activities.

355 356

4. Conclusions

357

The work focused on the impact of accelerated carbonation on the performance of the

358

hardened magnesium silicate cement under humidity and accelerated carbonation

359

conditions. These materials were fabricated by mixing magnesium oxide-volcanic ashes

360

blends with water, followed by humidity curing. As proved by different analyses,

361

magnesium silicate hydrate and magnesium hydroxide are the main hydration products

362

within fabricated materials. Magnesium hydroxide was found to be the active site for

363

CO2-capture, resulting in the formation of nesquehonite phase in the open pores of the

364

hardened mixtures. The amorphous content in volcanic ashes plays a circular role in the

365

performance of the fabricated materials and their ability to CO2-capture. The fabricated

366

material containing volcanic ash with low amorphous content represented the higher

367

effectiveness in the CO2-sequestration compared to that having high amorphous content.

368

The main reasons behind this criterion are the formation of porous hardened material and

369

the enhancement of magnesium hydroxide availability. The beneficial use of these

370

materials in different engineering projects is not only based on their high efficacy in the

16

371

CO2-capture, but also due to the enhancement of their physical and mechanical properties

372

with CO2-exposure.

373 374

Acknowledgment

375

I would like to give my deepest appreciation to my wife Dr. Fatma A. M. Abdel-aal,

376

Lecturer in pharmaceutical analytical chemistry department, Faculty of Pharmacy,

377

Assiut University, Egypt for her faithful and honest efforts with me. She supported and

378

stands by my side in every moment in this research. A special gratitude to the Consejo

379

Nacional De Ciencia Y Tecnologia (CONACYT) for their support and faithful efforts

380

to accomplish this work. A faithful important thankful to Prof. Dr. Ricardo Morales

381

Estrella, and Senorita Griselda Ledesma Lopez Michoacan State University,

382

Mexico, for their faithful support and efforts to perform this research.

383

A special gratitude to the president of New Valley University Prof. Dr. Abdel Aziz

384

Tantawy, Prof. Dr. Mohamoud Mohamed Ahmed and Dr. Mohamed Osman for

385

their faithful support during this project. As well as, I would like to thank Profs.

386

Abdalla M. El Ayyat and Nageh A. Obaidalla, Assiut University, Egypt, for their

387

support during my scientific career. Finally, a special gratitude to Prof. J.L. Rico & Mr.

388

Manuel Robles Laboratorio de Catalisis, Faultad de Ingenieria Quimica, Edificio

389

VI, for their support in the lab works.

390 391 392 17

393

References

394

IPCC Special Report on Carbon Dioxide Capture and Storage. Prepared by Working

395

Group III of the Intergovernmental Panel on Climate Change [Metz, B.,O. Davidson,

396

H. C. de Coninck, M. Loos, and L. A. Meyer (eds.)]. Cambridge University Press,

397

Cambridge, United Kingdom and New York, NY, USA, pp. 442

398

Abdel-Gawwad, H.A., Abd El-Aleem, S., Amer, A.A., El-Didamony, H., Arif, M.A.,

399

2018a. Combined impact of silicate-amorphicity and MgO-reactivity on the

400

performance of Mg-silicate cement. Construction and Building Materials 189, 78-85.

401

Abdel-Gawwad, H.A., Abd El-Aleem, S., Amer, A.A., El-Didamony, H., Arif, M.A.,

402

2018b. Combined impact of silicate-amorphicity and MgO-reactivity on the

403

performance of Mg-silicate cement. Construction and Building Materials 189, 78-85.

404

Abdel-Gawwad, H.A., Rashad, A.M., Heikal, M., 2019a. Sustainable utilization of

405

pretreated concrete waste in the production of one-part alkali-activated cement. J.

406

Cleaner production 232, 318-328.

407

Abdel-Gawwad, H.A., Samah, A.M., Mona, S.M., 2019b. Recycling of slag and lead-

408

bearing sludge in the cleaner production of alkali activated cement with high

409

performance and microbial resistivity. J. Cleaner Production 220, 568-580.

410 411 412 413

Bakharev, T., Sanjayan, J.G., Cheng, Y.-B., 2001. Resistance of alkali-activated slag concrete to carbonation. Cem. Concr. Res. 31, 1277-1283. Behfarnia, K., Rostami, M., 2017. An assessment on parameters affecting the carbonation of alkali-activated slag concrete. J. of Cleaner Production 57, 1-9.

414

Breccolotti, M., Federico, M., Annibale, B., Materazzi, L., 2013. Influence of carbonation

415

depth on concrete strength evaluation carried out using the SonReb method. NDT &

416

E International 59, 96-104.

417 418

ASTM C109M, 2016, Standard test method for compressive strength of hydraulic cement mortars.

419

Choi, S.W., Jang, B.S., Kim, J.H., Lee, K.M., 2014. Durability characteristics of fly ash

420

concrete containing lightly-burnt MgO. Construction and Building Materials 58, 77–

421

84.

18

422

Czarnecki, L., Woyciechowski, P., 2015. Modelling of concrete carbonation; is it a

423

process unlimited in time and restricted in space. Bulletin of the Polish Academy of

424

Sciences Technical Sciences 63, 43-54.

425

Eikeland, E., Blichfeld, A.B., Tyrsted, C., Jensen, A., Iversen, B.B., 2015. Optimized

426

Carbonation of Magnesium Silicate Mineral for CO2 Storage. ACS Applied

427

Materials & Interfaces 7 5258-5264.

428

Fernández Bertos, M., Simons, S.J., Hills, C.D., Carey, P.J., 2004. A review of

429

accelerated carbonation technology in the treatment of cement-based materials and

430

sequestration of CO2. J. Hazardous Materials 112(3), 193-205.

431

Gonçalves, T., Silva, R.V., de Brito, J., Fernández, J.M., Esquinas, A.R., 2019. Hydration

432

of Reactive MgO as Partial Cement Replacement and Its Influence on the Macro

433

performance of Cementitious Mortars. Advances in Materials Science and

434

Engineering 2019, 9271507.

435

Hassan, H.S., Abdel-Gawwad, H.A., Garcia, S., Israde-Alcántara, I., Flores, N., Jose, R.,

436

Mohammed, M.S., 2019. Cleaner production of one-part white geopolymer cement

437

using pre-treated wood biomass ash and diatomite. J. Cleaner Production 209, 142-

438

1428.

439 440 441 442

He, J., Gao, Q., Wu, Y., He, J., Pu, X., 2018. Study on improvement of carbonation resistance of alkali-activated slag concrete. Constr. Build. Mater. 176, 60-67. Jin, F., Al-Tabbaa, A., 2013. Thermogravimetric study on the hydration of reactive magnesia and silica mixture at room temperature. Thermochim. Acta 566, 162–168.

443

Kim, J.-K., Kim, C.-Y., Yi, S.-T., Lee, Y., 2009. Effect of carbonation on the rebound

444

number and compressive strength of concrete. Cement and Concrete Composites 31,

445

139-144.

446

Kulakowski, M.P., Pereira, F.M., Dal Molin, D.C.C., 2009. Carbonation-induced

447

reinforcement corrosion in silica fume concrete. Construction and Building Materials

448

23, 1189-1195.

449

Lee, S.W., Park, S.B., Jeong, S.K., Lim, K.S., Lee, S.H., Trachtenberg, M.C., 2010. On

450

carbon dioxide storage based on biomineralization strategies. Micron (Oxford,

451

England : 1993) 41(4), 273-282.

19

452 453

Li, Z., Li, S., 2018. Carbonation resistance of fly ash and blast furnace slag based geopolymer concrete. Constr. Build. Mater. 163, 668-680.

454

Liska, M., Al-Tabbaa, A., 2008. Performance of magnesia cements in pressed masonry

455

units with natural aggregates: production parameters optimization. Constr. Build.

456

Mater. 22, 1789–1797.

457 458 459 460

Liska, M., Al-Tabbaa, A., 2009. Ultra-green construction: reactive magnesia masonry products. Proceedings of the ICE-Waste and Resource Management 162, 185–196. Miller and Croft, https://edition.cnn.com/2018/10/07/world/climate-change-new-ipcc-reportwxc/index.html, last accessed at 12/8/2019.

461

Morrison, J., Jauffret, G., Galvez-Martos, J.L., Glasser, F.P., 2016. Magnesium-based

462

cements for CO2 capture and utilisation. Cement and Concrete Research 85, 183-

463

191.

464

Pan, S.-Y., Adhikari, R., Chen, Y.-H., Li, P., Chiang, P.-C., 2016. Integrated and

465

innovative steel slag utilization for iron reclamation, green material production and

466

CO2 fixation via accelerated carbonation. J. of Cleaner Production 137, 617-631.

467

Peng, J., Xie, R., Lai, M., 2016. Energy-related CO2 emissions in the China’s iron and

468

steel industry: A global supply chain analysis. Resources, Conservation and

469

Recycling 129.

470

Sharma, D., Goyal, S., 2018. Accelerated carbonation curing of cement mortars

471

containing cement kiln dust: An effective way of CO2 sequestration and carbon

472

footprint reduction. J. of Cleaner Production 192, 844-854.

473

Shen, W., Cao, L., Li, Q., Wen, Z., Wang, J., Liu, Y., Dong, R., Tan, Y., Chen, R., 2016.

474

Is magnesia cement low carbon? Life cycle carbon footprint comparing with

475

Portland cement. J. of Cleaner Production 131, 20-27.

476 477

Sonat, C., Unluer, C., 2019. Development of magnesium-silicate-hydrate (M-S-H) cement with rice husk ash. J. of Cleaner Production 211, 787-803.

478

Tao, R., Patel, M.K., 2009. Basic petrochemicals from natural gas, coal and biomass:

479

Energy use and CO2 emissions. Resources, Conservation and Recycling 53, 513-

480

528.

481

Unluer, C., Al-Tabbaa, A., 2013. Impact of hydrated magnesium carbonate additives on

482

the carbonation of reactive MgO cements. Cement and Concrete Research 54, 87-97. 20

483

Wang, D., Noguchi, T., Nozaki, T., 2019. Increasing efficiency of carbon dioxide

484

sequestration through high temperature carbonation of cement-based materials. J. of

485

Cleaner Production 238, 117980.

486

Zhang, T., Cheeseman, C.R., Vandeperre, L.J., 2011. Development of low pH cement

487

systems forming magnesium silicate hydrate (M-S-H). Cem. Concr. Res. 41, 439–

488

442.

489

Zhang, T., Zou, J., Wang, B., Wu, Z., Jia, Y., Cheeseman, C.R., 2018. Characterization of

490

Magnesium Silicate Hydrate (MSH) Gel Formed by Reacting MgO and Silica Fume.

491

Materials (Basel) 11, 909.

492 493 494 495

Table 1: Chemical compositions and physical properties of starting materials

496

Table 2: Mixing proportions of magnesium silicate-based cement

497

Table 3: TG-weight losses and calculated CO2 content sequestrated by the prepared materials at different CO2-exposure times

498 499 500 501

Fig. 1. XRD-patterns of white and red volcanic ashes (WVA and RVA)

502

Fig. 2. Basic diagram of the preperation, hydration, and carbonation processes

503

Fig. 3. XRD-patterns of the hardened carbonated M-WVA mixtures at different times of

504 505 506

CO2-exposure Fig. 4. XRD-patterns of the carbonated M-WVA and M-RVA mixtures at 28-days of CO2-exposure

507

Fig. 5. FTIR-spectra of the carbonated M-WVA mixtures at different times of CO2-

508

exposure

509

Fig. 6. FTIR-spectra of the carbonated M-WVA and M-RVA mixtures at 28-days of

510 511 512

CO2-exposure Fig. 7. DTG-thermograms of the hardened M-WVA and M-RVA mixtures at 28-days of curing in humidity

21

513 514 515 516 517 518 519 520 521 522 523

Fig. 8. DTG-thermograms the carbonated M-WVA mixture at different times of CO2exposure Fig. 9. DTG-thermograms of the hardened M-WVA and M-RVA mixtures at 28-days of CO2-exposure Fig. 10. Relationship between strength and porosity of the carbonated samples exposed to CO2-gas at different times Fig. 11. Relationship between CO2-capture and MSH content of the carbonated samples exposed to CO2-gas at different times Fig. 12. Proposed reaction mechanism of the accelerated carbonation adapted from (Fernández Bertos et al., 2004) Fig. 13. Digital photos of hardened samples before and after accelerated carbonation

524

22

Table 1: Chemical compositions and physical properties of starting materials

Mixtures notations

Chemical compositions, wt. %

Physical properties

SiO2

CaO

MgO

WVA

71.30

2.39

0.45

4.60

13.10

1.17

5.01

0.91

0.83

2.65

72

White

RVA

47.32 10.81

2.32

15.61

15.30

2.30

1.84

1.29

2.52

2.83

39

Red

99.57

-

-

-

-

-

-

1.92

-

White

MgO

-

-

Fe2O3 Al2O3 Na2O K2O P2O5 TiO2 Specific gravity

Amorphous Color content

Table 2: Mixing proportions of magnesium silicate-based cement WVA

RVA

MgO

Mixture notation

W/P ratio wt. %

WVA-MgO

25

-

75

0.40

RVA-MgO

-

25

75

0.40

Table 3: TG-weight losses and calculated CO2 content sequestrated by the prepared materials at different CO2-exposure times Mixtures notations

M-WVA

M-RVA

Exposure time (day)

Weight loss wt. % CO2 wt. % ratio in the sample

MSH

Mg(OH)2

MgCO3

Total loss

0

3.20

4.12

0.38

10.49

3.62

1

3.31

3.54

1.65

13.38

12.33

14

3.39

2.16

2.89

14.75

18.09

28

2.54

1.75

3.54

15.97

22.16

0

2.36

5.16

0.45

11.25

4.01

1

2.41

3.28

2.19

13.51

16.21

14

2.45

2.14

3.26

14.99

21.74

28

2.01

1.86

4.19

16.04

26.12

Fig. 1. XRD-patterns of white and red volcanic ashes (WVA and RVA)

1

Fig. 2. Basic diagram of the preperation, hydration, and carbonation processes

2

Fig. 3. XRD-patterns of the hardened carbonated M-WVA mixtures at different times of CO2exposure

3

Fig. 4. XRD-patterns of the carbonated M-WVA and M-RVA mixtures at 28-days of CO2exposure

4

1-d

14-d

28-d

Transmittance, %

Zero time

4000

3400

2800

2200

1600

1000

400

Wavenumber, cm-1 Fig. 5. FTIR-spectra of the carbonated M-WVA mixtures at different times of CO2-exposure

5

M-WA

Transmittance, %

M-RA

4000

3400

2800

2200

1600

1000

400

Wavenumber, cm-1 Fig. 6. FTIR-spectra of the carbonated M-WVA and M-RVA mixtures at 28-days of CO2exposure

6

2

DTG, mg/min

1.6 CO32- within carbonate phase

1.2

0.8 H2O within MSH

0.4

M-WA M-RA

OH within Mg(OH)2

0 0

100

200

300

400

500

600

700

800

Temperature, ºC Fig. 7. DTG-thermograms of the hardened M-WVA and M-RVA mixtures at 28-days of curing in humidity

7

2

DTG mg/min

1.6

1.2

H2O within nesquehonite

0.8 CO32- within nesquehonite

H2O within MSH

0.4 OH within Mg(OH)2

Zero time

0 0

100

200

300

400

500

600

700

800

Temperature, ºC Fig. 8. DTG-thermograms the carbonated M-WVA mixture at different times of CO2-exposure

8

2

DTG mg/min

1.6

1.2

H2O within nesquehonite H2O within MSH

0.8 OH within Mg(OH)2

0.4

CO32- within nesquehonite

M-WA M-RA 0 0

100

200

300

400

500

600

700

800

Temperature, ºC Fig. 9. DTG-thermograms of the hardened M-WVA and M-RVA mixtures at 28-days of CO2exposure

9

Fig. 10. Relationship between strength and porosity of the carbonated samples exposed to CO2gas at different times

10

Fig. 11. Relationship between CO2-capture and MSH content of the carbonated samples exposed to CO2-gas at different times

11

Fig. 12. Proposed reaction mechanism of the accelerated carbonation adapted from (Fernández Bertos et al., 2004)

12

M-RVA

M-WVA

Before

Before

After After

Fig. 13. Digital photos of hardened samples before and after accelerated carbonation

13

Highlights ‫ــــــــــــــــــــــــــــــــــــــــــــــــــــــــــــــــــــــــــــــــــ‬ Eco-friendly Cementitious material with high CO2 capture Capacity.

Two naturally volcanic ashes and reactive magnesium oxide are the main raw materials

The amorphous content plays an important role in the performance of CO2 absorption

The absorption capacity of CO2 was ranging from (~260- 220 kg/ton) in 28 days

1

Declaration of Interest Statement

The authors confirms that there is no conflict of interest

Best Regards, Hassan Soltan Hassan Corresponding author Cleaner Production Author & Reviewer