- Email: [email protected]
Two methods of concrete lining machine bored tunnels
59A
793108 DU TOITSEL00F TUNNEL. GEOTECHNICAL INVESTIGATIONS AND ROCK MECHANICAL MFASUREMEE~S Bebi, P C Proc International Symposimn on Field Measurements in Rock Mechanics, Zurich, 4-6 April 1977, V2, P683-693. Publ Rotterdam: A A Balkema, 1977 Reviews the progress of the early stages of this project for a 4km double bore 3 lar~ road tunnel through Cape Granite and granitic gneiss, east of Cape Town, South Africa. 793109 MECHANICAL MEASUREMENTS OF ROCKS FOR RESEARCH INTO GEOLOGICAL CAUSES OF FAILURE AT RAILROAD
~ W ~ N NEUSTA~ ANn DONAU2SCHINGE~ (~A~ FO~, ~-Gm~W) Gtunzelmann, H; Koerner, U; Necas, J Proc Internatior~l Symposium on Field Measurements in Rock Mechanics, Zurich, 4-6 April 1977, V2, P695-708. Publ Rotterdam: A A Balkema, 1977 Reports convergence measurements to investigate the rate of crackling amd intensity of horizontal movement in two damaged rail tunnels. 793110 C O ~ E N C E MEASUREMENTS IN A DEEP TUNNEL Comes, G; Debreuille, P Proc Intermatiomal Symposium on Field Measurements in Rock Mechanics, Zurich, 4-6 April 1977, V2, P723-731. Publ Rotterdam: A A Balkema, 1977 793111 LONG TERM MEASUREMENTS IN UND~GROUND OPENINGS AND THEIR INE~PRETATION WITH SPECIAL CONSIDERATION TO THE RHEOLOGICAL B~4AVIOUR OF THE ROCK Lomb ardi s G Proc International Symposium on Field Measurements in Rock Mechanics, Zurich, ~-6 April 1977, V2, P839-858. Publ Rotterdam: A A BaS/kema, 1977 A theoretical discussion taking into account the 3-dimensior~1 stress distribution near a turmel face, and the rheelogical properties of the rock causing changes of stress (long term effects). This is illustrated by refererie to a s t l ~ of the northern section of the Gotthard road tunnel. 793112 INSTRUMENfATION OF A TUNNEL IN EXTREMELY BAD GROUND AND INTERPRETATION OF THE MEASUREMENTS Meister, D; Wallner, M Proc International Symposium on Field Measurements in Rock Mechanics, Zurich, 4-6 April 1977, V2, P919-933. Publ Rotterdam: A A Balkema, 1977 Describes a project to drive a road tunnel through Pleistocene deposits of stoney gravels containing silt amd sara. D~crmation stress measurements were made in a test tunnel, and a 3-dimensioral analysis carried out by the finite element method. A significant difference between measured and calculated stresses is noted. It is concluded that the soil is acting as an additiomal support system. 793113 DISPLACEMENT MEASUREMENTS AS A MEAN FOR SAFE AND ECONOMICAL TUNNEL DESIGN Carvalho, 0 S; Kovari, K Proc International Symposimn on Field Measurements in Rock Mechanics, Zurich, 4-6 April 1977, V2, F709-721. Pt~I Rotterdam: A A Bslkem~, 1977
Reports case hist~ies fr~n Brazil of the monitorimg of turmellir6 projects. 793114 PREDICTION AND ~ OF ROCK TUNNEL DISPLACEMEI~S Pells, P J N Paper to 3rd Australian Tunnelling Conference, Syd_ney, 12-15 Sept 1978, 5P Finite element models were used to predict the displacement of 3 rock turmels but field measurements showed the predictions to be seriously in error. The reasons for these errors are discussed with particular reference to the analy~ tical design of tumnel linings. Avail: Instn of Engineers, Australia, ll National Circuit, Barton, ACT 2600, Australia CONSIDERATIONS IN TUNNEL LOCATION 793115 STRESS F ~ D AND DESIGN Blackwood, R L Paper to 3rd Australian Turmelling Conference, Sydney, 12-15 Sept 1978, 7P The nature of the predominsmtly lateral in situ stress field in Australia and the chronological development of Australian stress measurement practice are outlined. The influence of the stress field on tunnel shape and directional stability are discussed amd the need for stress measurements is emphasised. Auth. Avail: Instn of Engineers, Australia, ii Natiorml Circuit, Barton, ACT 2600, Australia
793116 CURRENT PERFOHMANCE LIMITS : HARD ROCK TUNNEL BORING MACHINES Sugden, D B Paper to 3rd Australian Tunnelling Conference, Sydney, 12-15 Sept 1978 , 5P Avail: Instn of Er~ine~s, Australia, ll National Circuit, Barton, ACT 2600, Australia 793117 USE OF TUNNEL BORING MACHINES FOR DRIVING SMALL AREA TUNNELS IN SANDSTONE AND SHAIE Malgre, M V Paper to 3rd Australian Tunnelling Conference, SydneyI 12-15 sept 1978, 8P Reviews machine age and tunnels
the use of a Mini Fullfacer tunnelling by the Sydney Metropolitan Water SeWerDrainage Board. Approximately 9kin of are driven annnA]]y.
Avail: Instn of Emgineers, Australia, Ii National Circuit, Barton, ACT 2600, Australia 793118 TWO METHODS OF CONCRETE LINING MACHINE BORED
~ s NelsenI A A Paper to 3rd Australian Tunnellir~ Conference, Sydney, 12-15 Sept 1978, 6P Considers the full circle bulkheaded pour method and the full circle contir~ous pourirg method far concrete lining of sewsge tunnels, including concrete mixes, formwork, plant an~ equipment, crew requirements and production achieved. Avail: Instn of Engineers, Australia, ii Natioreal Circuit, Barton, ACT 2600, Australia
793108 DU TOITSEL00F TUNNEL. GEOTECHNICAL INVESTIGATIONS AND ROCK MECHANICAL MFASUREMEE~S Bebi, P C Proc International Symposimn on Field Measurements in Rock Mechanics, Zurich, 4-6 April 1977, V2, P683-693. Publ Rotterdam: A A Balkema, 1977 Reviews the progress of the early stages of this project for a 4km double bore 3 lar~ road tunnel through Cape Granite and granitic gneiss, east of Cape Town, South Africa. 793109 MECHANICAL MEASUREMENTS OF ROCKS FOR RESEARCH INTO GEOLOGICAL CAUSES OF FAILURE AT RAILROAD
~ W ~ N NEUSTA~ ANn DONAU2SCHINGE~ (~A~ FO~, ~-Gm~W) Gtunzelmann, H; Koerner, U; Necas, J Proc Internatior~l Symposium on Field Measurements in Rock Mechanics, Zurich, 4-6 April 1977, V2, P695-708. Publ Rotterdam: A A Balkema, 1977 Reports convergence measurements to investigate the rate of crackling amd intensity of horizontal movement in two damaged rail tunnels. 793110 C O ~ E N C E MEASUREMENTS IN A DEEP TUNNEL Comes, G; Debreuille, P Proc Intermatiomal Symposium on Field Measurements in Rock Mechanics, Zurich, 4-6 April 1977, V2, P723-731. Publ Rotterdam: A A Balkema, 1977 793111 LONG TERM MEASUREMENTS IN UND~GROUND OPENINGS AND THEIR INE~PRETATION WITH SPECIAL CONSIDERATION TO THE RHEOLOGICAL B~4AVIOUR OF THE ROCK Lomb ardi s G Proc International Symposium on Field Measurements in Rock Mechanics, Zurich, ~-6 April 1977, V2, P839-858. Publ Rotterdam: A A BaS/kema, 1977 A theoretical discussion taking into account the 3-dimensior~1 stress distribution near a turmel face, and the rheelogical properties of the rock causing changes of stress (long term effects). This is illustrated by refererie to a s t l ~ of the northern section of the Gotthard road tunnel. 793112 INSTRUMENfATION OF A TUNNEL IN EXTREMELY BAD GROUND AND INTERPRETATION OF THE MEASUREMENTS Meister, D; Wallner, M Proc International Symposium on Field Measurements in Rock Mechanics, Zurich, 4-6 April 1977, V2, P919-933. Publ Rotterdam: A A Balkema, 1977 Describes a project to drive a road tunnel through Pleistocene deposits of stoney gravels containing silt amd sara. D~crmation stress measurements were made in a test tunnel, and a 3-dimensioral analysis carried out by the finite element method. A significant difference between measured and calculated stresses is noted. It is concluded that the soil is acting as an additiomal support system. 793113 DISPLACEMENT MEASUREMENTS AS A MEAN FOR SAFE AND ECONOMICAL TUNNEL DESIGN Carvalho, 0 S; Kovari, K Proc International Symposimn on Field Measurements in Rock Mechanics, Zurich, 4-6 April 1977, V2, F709-721. Pt~I Rotterdam: A A Bslkem~, 1977
Reports case hist~ies fr~n Brazil of the monitorimg of turmellir6 projects. 793114 PREDICTION AND ~ OF ROCK TUNNEL DISPLACEMEI~S Pells, P J N Paper to 3rd Australian Tunnelling Conference, Syd_ney, 12-15 Sept 1978, 5P Finite element models were used to predict the displacement of 3 rock turmels but field measurements showed the predictions to be seriously in error. The reasons for these errors are discussed with particular reference to the analy~ tical design of tumnel linings. Avail: Instn of Engineers, Australia, ll National Circuit, Barton, ACT 2600, Australia CONSIDERATIONS IN TUNNEL LOCATION 793115 STRESS F ~ D AND DESIGN Blackwood, R L Paper to 3rd Australian Turmelling Conference, Sydney, 12-15 Sept 1978, 7P The nature of the predominsmtly lateral in situ stress field in Australia and the chronological development of Australian stress measurement practice are outlined. The influence of the stress field on tunnel shape and directional stability are discussed amd the need for stress measurements is emphasised. Auth. Avail: Instn of Engineers, Australia, ii Natiorml Circuit, Barton, ACT 2600, Australia
793116 CURRENT PERFOHMANCE LIMITS : HARD ROCK TUNNEL BORING MACHINES Sugden, D B Paper to 3rd Australian Tunnelling Conference, Sydney, 12-15 Sept 1978 , 5P Avail: Instn of Er~ine~s, Australia, ll National Circuit, Barton, ACT 2600, Australia 793117 USE OF TUNNEL BORING MACHINES FOR DRIVING SMALL AREA TUNNELS IN SANDSTONE AND SHAIE Malgre, M V Paper to 3rd Australian Tunnelling Conference, SydneyI 12-15 sept 1978, 8P Reviews machine age and tunnels
the use of a Mini Fullfacer tunnelling by the Sydney Metropolitan Water SeWerDrainage Board. Approximately 9kin of are driven annnA]]y.
Avail: Instn of Emgineers, Australia, Ii National Circuit, Barton, ACT 2600, Australia 793118 TWO METHODS OF CONCRETE LINING MACHINE BORED
~ s NelsenI A A Paper to 3rd Australian Tunnellir~ Conference, Sydney, 12-15 Sept 1978, 6P Considers the full circle bulkheaded pour method and the full circle contir~ous pourirg method far concrete lining of sewsge tunnels, including concrete mixes, formwork, plant an~ equipment, crew requirements and production achieved. Avail: Instn of Engineers, Australia, ii Natioreal Circuit, Barton, ACT 2600, Australia