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Calculation of foundation settlement allowing for variations in the deformation properties of ground (in Russian)
38A
foundation resting on stratified subsoil. The foundation was loaded with vertical and inclined forces, acting axially and eccentrically. The subsoil ass~ned for the testing consisted of a strong layer overlying a weak one. Three principal problems were analysed based on results obtained from the model tests as follows: the effect of stratified subsoil on the foundation's bearing capacity, the effect of the loading system on the foundation's bearing capacity, and the effect of stratified subsoil on the settlement of the foundation. In the concluding remarks the mechanism of failure for stratified subsoil and practical notes on the soil bearing capacity under the analysed conditions are presented. 782142 D~.'~L~£1NATION OF THE BEARING CAPACITY AND ~ I O N ~SZSTANCE oF Pn~Es BY s o u ~ z m s (IN GEP~AN ) Rollberg, D P~bl Inst Found Eng, Soil Mech# Rock Meah, Waterways ConW~, ~3, 1977, P%3-224 782143 RESULTS OF TESTING DR]V.L~ CAST-IN-SITU PILES IN PLASTIC FROZEN GROUND (IN RUSSIAN) Cherniaev, V I; Mironov, V A Transp Strolt, NIl, NOV 1976, P49-51
782149 SOME EXAMPLES OF THE INFLUENCE OF FIELD MEASUREMERTS ON FOUNDATION DESIGN AND CONSTRUCTION Burland, J B Paper to 6th Regional Conference for Africa on Soil Mechanics and Foundation Engineering, Durban, Sept 1975 Briefly describes a variety of instruments and their use in observing the movement of the ground beneath and around foundations - these Include precision surveying equipment, inclinometers and borehole extensometers. Presents a n t ~ e r of case studies including designing for mining subsidence, the founding properties of chalk, foundations on stiff clays and the design and behaviour of deep basement excavations. Avail: BIKE, Garston, Watford, WD2 7JR, UK (CP I1/77 ) 782150 PILES IN WEAK ROCK London: Inst of Civil Engineers, 1977, 233P A reprint of the collection of papers first published in Geotechnique, March 1976 , covering piles in mudstone, chalk, weathered diabase, bored and driven piles, rock socket piles, testing and instrumentation.
782!4~ FOUNDATIONS ON FROST-HEAVING GROUND (IN RUSSIAN) Tolkachev, N A Zhilishchnoe stroit, N3, March 1977, P18-21
782151 PILE FOUNDATIONS (IN RUSSIAN) Glotov, N M; Luga, A A; Silin, K S Moscow: Transport, 1975, 431P
782145 TAPERED PILES FOR INDUSTRIAL CONSTRUCTION (IN RUSSIAN) lurchlshln, N G Stroit Truboprov, N5, May 1977, P34-35
782152 RECOMMENDED PRACTICE FOR THE DESIGN AND CONSTRUCVfION OF BASES AND FOUNDATIONS ON THAWED PERMAFROST (IN RUSSIAN) Moscow: Akad Stroit Arkhit, Nauch-issled Inst 0snov Podzemn Soorttzh, 1974, llTP
782146 CALCULATION OF FOUNDATION S E T T ~ N T ALLYING FOR VARIATIONS IN THE DEFORMATION PROPERTIES OF GROUND (IN RUSSIAN) Krivorotkov, A P Russia: Minlst Vyssh Sred~go Spet~ Obrazov, Izv VUZ Stroit Arkhit, NB, 1977, P17-22 782147 SMALL DIAMETER PILES IN KARSTIC ROCK David~ D; Sroka, E; Goldberger, M Proc 9th International Conference on Soil Mechanics amd Foumdation Engineering, Tokyo, 1977, V1, P471-473 Reports the use of a newly developed drilling machine capable of advancing 30era holes at about 5 ~ h in the hard rock, and the use of small diameter piles with high skin friction values in Karatic rock containing clay pockets. 782148 DYNAMIC CONSOLIDkTION OF ROCKFILL AT UDDEVALLA SHIPYARD Hansbo, S Proc 9%h Int~'~%l ~ l Conference on Soil Mechanics and Foundation Engineering, Tokyo,
1977, V2, P241-246 Reports the use of rockfill t~ provide a foundation w i ~ a high modulus of deformation for the quays and crane tracks at Uddevalla, Sweden. The rockfill layer has a maximum thickness of about 30m ani was compacted by the heavy tamping method usimg 40t and 14t weights. This paper concentrates on the methods used to assess the compaction, concluding that seismic measuremerits in c o , unction with retardation tests of the falling weight proved to be sufficiently accurate tools to replace the expensive plate loading test, and that pressuremeter tests were not so useful.
782153 CONSTRUCTION OF ARTIFICIAL FOUNDATIONS Ganlchev, I A US Arm~ Cold Regions Research & Engineering Lab translation TL 545, Sept 1976, ll4P Comprises the translation of a section of a Russian book dated 1973, the only part included being that on the USSR. Avail: NTIS, Springfield,
Va, 22161, USA (ADA
030322 ) 782154 USE AND INFLUENCE OF BENTONITE IN BORED PILE CONSTRUCTION Flemimg, W K; Sliwlnski, Z J Dept of the Envlronment/Construction Industry Research amd Information Association Piling Development Group report PG3, Sept 1977, 93P Reviews research on pile friction and analyses full scale loading tests covering about 50 sites, representing a wide range of ground corzlitions. Concludes that narmslly the bahaviour of piles in cohesive soils is unaffected by the presence of bentor~te. However, evidence from more difficult groumd conditions (such as cohesionless soils under high piezometric presm2res) is limited and no conclusions can be drawn. Avail: CIRIA, 6, Storeys Gate, London SWIP 3AU, UK 782155 INI~EGRITY TESTING OF PILES: A REVIEW Weltman, A J Dept of the Environment/Constructlon Industry Research and Information Association Piling Development Group report PGd, Sept 1977 , 38P Avail: CIRIA, 6, Storeys Gate, Lonlon SWIP 3AU, UK
foundation resting on stratified subsoil. The foundation was loaded with vertical and inclined forces, acting axially and eccentrically. The subsoil ass~ned for the testing consisted of a strong layer overlying a weak one. Three principal problems were analysed based on results obtained from the model tests as follows: the effect of stratified subsoil on the foundation's bearing capacity, the effect of the loading system on the foundation's bearing capacity, and the effect of stratified subsoil on the settlement of the foundation. In the concluding remarks the mechanism of failure for stratified subsoil and practical notes on the soil bearing capacity under the analysed conditions are presented. 782142 D~.'~L~£1NATION OF THE BEARING CAPACITY AND ~ I O N ~SZSTANCE oF Pn~Es BY s o u ~ z m s (IN GEP~AN ) Rollberg, D P~bl Inst Found Eng, Soil Mech# Rock Meah, Waterways ConW~, ~3, 1977, P%3-224 782143 RESULTS OF TESTING DR]V.L~ CAST-IN-SITU PILES IN PLASTIC FROZEN GROUND (IN RUSSIAN) Cherniaev, V I; Mironov, V A Transp Strolt, NIl, NOV 1976, P49-51
782149 SOME EXAMPLES OF THE INFLUENCE OF FIELD MEASUREMERTS ON FOUNDATION DESIGN AND CONSTRUCTION Burland, J B Paper to 6th Regional Conference for Africa on Soil Mechanics and Foundation Engineering, Durban, Sept 1975 Briefly describes a variety of instruments and their use in observing the movement of the ground beneath and around foundations - these Include precision surveying equipment, inclinometers and borehole extensometers. Presents a n t ~ e r of case studies including designing for mining subsidence, the founding properties of chalk, foundations on stiff clays and the design and behaviour of deep basement excavations. Avail: BIKE, Garston, Watford, WD2 7JR, UK (CP I1/77 ) 782150 PILES IN WEAK ROCK London: Inst of Civil Engineers, 1977, 233P A reprint of the collection of papers first published in Geotechnique, March 1976 , covering piles in mudstone, chalk, weathered diabase, bored and driven piles, rock socket piles, testing and instrumentation.
782!4~ FOUNDATIONS ON FROST-HEAVING GROUND (IN RUSSIAN) Tolkachev, N A Zhilishchnoe stroit, N3, March 1977, P18-21
782151 PILE FOUNDATIONS (IN RUSSIAN) Glotov, N M; Luga, A A; Silin, K S Moscow: Transport, 1975, 431P
782145 TAPERED PILES FOR INDUSTRIAL CONSTRUCTION (IN RUSSIAN) lurchlshln, N G Stroit Truboprov, N5, May 1977, P34-35
782152 RECOMMENDED PRACTICE FOR THE DESIGN AND CONSTRUCVfION OF BASES AND FOUNDATIONS ON THAWED PERMAFROST (IN RUSSIAN) Moscow: Akad Stroit Arkhit, Nauch-issled Inst 0snov Podzemn Soorttzh, 1974, llTP
782146 CALCULATION OF FOUNDATION S E T T ~ N T ALLYING FOR VARIATIONS IN THE DEFORMATION PROPERTIES OF GROUND (IN RUSSIAN) Krivorotkov, A P Russia: Minlst Vyssh Sred~go Spet~ Obrazov, Izv VUZ Stroit Arkhit, NB, 1977, P17-22 782147 SMALL DIAMETER PILES IN KARSTIC ROCK David~ D; Sroka, E; Goldberger, M Proc 9th International Conference on Soil Mechanics amd Foumdation Engineering, Tokyo, 1977, V1, P471-473 Reports the use of a newly developed drilling machine capable of advancing 30era holes at about 5 ~ h in the hard rock, and the use of small diameter piles with high skin friction values in Karatic rock containing clay pockets. 782148 DYNAMIC CONSOLIDkTION OF ROCKFILL AT UDDEVALLA SHIPYARD Hansbo, S Proc 9%h Int~'~%l ~ l Conference on Soil Mechanics and Foundation Engineering, Tokyo,
1977, V2, P241-246 Reports the use of rockfill t~ provide a foundation w i ~ a high modulus of deformation for the quays and crane tracks at Uddevalla, Sweden. The rockfill layer has a maximum thickness of about 30m ani was compacted by the heavy tamping method usimg 40t and 14t weights. This paper concentrates on the methods used to assess the compaction, concluding that seismic measuremerits in c o , unction with retardation tests of the falling weight proved to be sufficiently accurate tools to replace the expensive plate loading test, and that pressuremeter tests were not so useful.
782153 CONSTRUCTION OF ARTIFICIAL FOUNDATIONS Ganlchev, I A US Arm~ Cold Regions Research & Engineering Lab translation TL 545, Sept 1976, ll4P Comprises the translation of a section of a Russian book dated 1973, the only part included being that on the USSR. Avail: NTIS, Springfield,
Va, 22161, USA (ADA
030322 ) 782154 USE AND INFLUENCE OF BENTONITE IN BORED PILE CONSTRUCTION Flemimg, W K; Sliwlnski, Z J Dept of the Envlronment/Construction Industry Research amd Information Association Piling Development Group report PG3, Sept 1977, 93P Reviews research on pile friction and analyses full scale loading tests covering about 50 sites, representing a wide range of ground corzlitions. Concludes that narmslly the bahaviour of piles in cohesive soils is unaffected by the presence of bentor~te. However, evidence from more difficult groumd conditions (such as cohesionless soils under high piezometric presm2res) is limited and no conclusions can be drawn. Avail: CIRIA, 6, Storeys Gate, London SWIP 3AU, UK 782155 INI~EGRITY TESTING OF PILES: A REVIEW Weltman, A J Dept of the Environment/Constructlon Industry Research and Information Association Piling Development Group report PGd, Sept 1977 , 38P Avail: CIRIA, 6, Storeys Gate, Lonlon SWIP 3AU, UK