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Strip footing on weak clay stabilised with a granular trench or pile. Technical note
53A
803190 ADHESION OF SHOTCRETE TO VARIOUS TYPES OF ROCK SURFACES Hahn, T; Holmgren, J Proc 4th Congress International Society for Rock Mechanics, Montreux, 2-8 Sept 1979, Vol l, P431-439. Publ Rotterdam, A A Balkema, 197 9 Discusses experimental and theoretical investigations showing that the tensile adhesion to rock is the most important factor determining the failure mechanism, and that rock mineral is more important than roughness. 803191 EFFECT OF LOCAL STRATA CONDITIONS ON THE SUPPORT R E Q U I R ~ T S ON LONGWALL FACES Wagner, H; Steijn, J J Proc 4th Congress International Society for Rock Mechanics, Montreux, 2-8 Sept 1979, Vol l, P557-564. Publ Rotterdam, A A Balkema, 1979 Discusses support requirements in relation to South African coal mines with a competent dolerite sill in the upper roof strata and a weak shale in the nether roof.
Groundwater problems 803192 FLOODING OF THE COMINCO POTASH MINE AND ITS REHABILITATION Prugger, F F CIM Bull, V72, N807, July 1979, P86-90 A major water sot~rce was intersected during routine shaft grouting in 1970. The mine and both shafts were flooded. Dewatering and other remedial measures are described. 803193 INFLUENCE OF THE TEMPERATURE ON GROUNDWATER MOveMENTS IN JOINTED ROCK MASSES WITH APPLICATION TO RADIOACTIVE WASTE DISPOSAL Lindblom, U E Proc 4th Congress International Society for Rock Mechanics, Montreux, 2-8 Sept 1979, Vol l, P229-235. Publ Rotterdam, A A Balkema, 197 9 803194 EXAMPLES AND RESEARCH ASPECT FOR DEARTH OF WATER CAUSED BY RAILWAY TUNNELLING IN JAPAN I shizaki, A Proc International Tunnel Symposium, Tokyo, 1978, P241-246. Publ Oxford: Pergamon Press,
1979 803195 ROCK TLFNNk~.T.INGIN URBAN AREAS WITH PRESERVATION OF GROUNDWATER TABLE Brannfors, S; Nord, G Proc International Tunnel Symposium, Tokyo, 1978, P247-255. Publ Oxford: Pergamon Press,
1979
Surface Structures 803196 DYNAMIC DESIGN PHILOSOPHY OF SOILS BASED ON THE BAYESIAN RELIABILITY PREDICTION Matsuo, M; Asaoka, A Soils Found, V18, h%, Dec 1978, Pl-17 Formulates a dynamic design method in which information obtained as construction proceeds is used to adapt the design. This design prOcess is illustrated by reference to an embankment construction in soft clay where the main problem is the consolidation period.
803197 OBSERVATIONAL PROCEDURE OF ~ N T PREDICTION Asaoka, A Soils Found, V18, N4, Dec 1978, P87-I01 803198 PRELIMINARY UNDERGROUND EXCAVATIONS AT SAYAGO NUCLEAR POWER PLAN~ FelJoo, J; Llamas, P Proc 4th Congress International Society for Rock Mechanics, Montreux, 2-8 Sept 1979, Vol l, P379-385. Publ Rotterdam, A A Balkema, 1979
Dams and embankments See also: 803017 803199 FROST PENETRATION STUDIES IN GLACIAL TILL ON THE JAMES BAY HYDROELECTRIC CGMI~_EX Pare, J J; Lavallee, J G; Rosenberg, P Can Geotech J, V15, N4, Nov 1978, I~73-493 803200 SURFACE M ~ S DUE TO GROUTING PRESSURE Fir~erhu%, L Proc ~th Congress Intermatiork%l Society far Rock Mechanics, Montreux, 2-8 Sept 1979, Vol I, P631-636. Publ Rotterdam, A A Balkema, 1979
Discusses grouting operations in layered flysch deposits at the Aslantas (earth) Dam in Turkey, where uplift was observed.
Foundations See also: 803081 803201 ADFREEZE STRENGTH OF FROZEN SAND TO MODEL PILES Parameswaran, V R Can Geotech J, V15, N4, Nov 1978, P494-500 803202 DETERMINATION OF THE BENDING MOMENTS AND THE PRES~P~S ~ ON A P n ~ BY I ~ I ~ T ~ ~aAsURmm~s (I~ FR~CH) Boissler, D; Gielly, J; Kastner, R Can Geotech J, V15, N4, Nov 1978, P522-536 803203 HEARING CAPACITY OF ANISOIROPIC COKESIONLESS SOILS. TECHNICAL NOTE Meyerhof, G G Can Geotech J, V15, N4, Nov 1978, P592-595 803204 ICE SHEET LOADS ON MARINA PILES. TECHNICAL NOTE Doud, J 0 Can Geotech J, VIS, N4, Nov 1978, P599-604 803205 STRIP FOOTING ON WEAK CLAY STABILISED WITH A GRANtW_AR TRENCH OR PILE. TECHNICAL NOTE~ Madhavl M R~ Vitkar, P P Can Geotech J, VIS, ~ , Nov 1978, I%05-609 803206 ULTIMATE BEARING CAPACITY OF FOUNDATIONS ON LAYERED SOILS UNDER INCLINED LOAD Meyerhof, G G; Hanna, A M Can Geotech J, V15, N4, Nov 1978, P562-572 803207 EFFECTS OF DRIVING AND SUBSEQUENT CONSOLIDATION ON BEHAVIOUR OF DRIVEN PILES Desai, C S Int J Num Anal Meth Geomech, V2, N3, JulySept 1978, P283-301 803208 NUMERICAL APPROxIMATIONs IN PII~-DRIVING ANALySIs. TECHNICAL NOTE Davis, R O; Phelan, P J Int J Num Anal Meth Geomeeh, V2, N3, JulySept 1978, P303-310
803190 ADHESION OF SHOTCRETE TO VARIOUS TYPES OF ROCK SURFACES Hahn, T; Holmgren, J Proc 4th Congress International Society for Rock Mechanics, Montreux, 2-8 Sept 1979, Vol l, P431-439. Publ Rotterdam, A A Balkema, 197 9 Discusses experimental and theoretical investigations showing that the tensile adhesion to rock is the most important factor determining the failure mechanism, and that rock mineral is more important than roughness. 803191 EFFECT OF LOCAL STRATA CONDITIONS ON THE SUPPORT R E Q U I R ~ T S ON LONGWALL FACES Wagner, H; Steijn, J J Proc 4th Congress International Society for Rock Mechanics, Montreux, 2-8 Sept 1979, Vol l, P557-564. Publ Rotterdam, A A Balkema, 1979 Discusses support requirements in relation to South African coal mines with a competent dolerite sill in the upper roof strata and a weak shale in the nether roof.
Groundwater problems 803192 FLOODING OF THE COMINCO POTASH MINE AND ITS REHABILITATION Prugger, F F CIM Bull, V72, N807, July 1979, P86-90 A major water sot~rce was intersected during routine shaft grouting in 1970. The mine and both shafts were flooded. Dewatering and other remedial measures are described. 803193 INFLUENCE OF THE TEMPERATURE ON GROUNDWATER MOveMENTS IN JOINTED ROCK MASSES WITH APPLICATION TO RADIOACTIVE WASTE DISPOSAL Lindblom, U E Proc 4th Congress International Society for Rock Mechanics, Montreux, 2-8 Sept 1979, Vol l, P229-235. Publ Rotterdam, A A Balkema, 197 9 803194 EXAMPLES AND RESEARCH ASPECT FOR DEARTH OF WATER CAUSED BY RAILWAY TUNNELLING IN JAPAN I shizaki, A Proc International Tunnel Symposium, Tokyo, 1978, P241-246. Publ Oxford: Pergamon Press,
1979 803195 ROCK TLFNNk~.T.INGIN URBAN AREAS WITH PRESERVATION OF GROUNDWATER TABLE Brannfors, S; Nord, G Proc International Tunnel Symposium, Tokyo, 1978, P247-255. Publ Oxford: Pergamon Press,
1979
Surface Structures 803196 DYNAMIC DESIGN PHILOSOPHY OF SOILS BASED ON THE BAYESIAN RELIABILITY PREDICTION Matsuo, M; Asaoka, A Soils Found, V18, h%, Dec 1978, Pl-17 Formulates a dynamic design method in which information obtained as construction proceeds is used to adapt the design. This design prOcess is illustrated by reference to an embankment construction in soft clay where the main problem is the consolidation period.
803197 OBSERVATIONAL PROCEDURE OF ~ N T PREDICTION Asaoka, A Soils Found, V18, N4, Dec 1978, P87-I01 803198 PRELIMINARY UNDERGROUND EXCAVATIONS AT SAYAGO NUCLEAR POWER PLAN~ FelJoo, J; Llamas, P Proc 4th Congress International Society for Rock Mechanics, Montreux, 2-8 Sept 1979, Vol l, P379-385. Publ Rotterdam, A A Balkema, 1979
Dams and embankments See also: 803017 803199 FROST PENETRATION STUDIES IN GLACIAL TILL ON THE JAMES BAY HYDROELECTRIC CGMI~_EX Pare, J J; Lavallee, J G; Rosenberg, P Can Geotech J, V15, N4, Nov 1978, I~73-493 803200 SURFACE M ~ S DUE TO GROUTING PRESSURE Fir~erhu%, L Proc ~th Congress Intermatiork%l Society far Rock Mechanics, Montreux, 2-8 Sept 1979, Vol I, P631-636. Publ Rotterdam, A A Balkema, 1979
Discusses grouting operations in layered flysch deposits at the Aslantas (earth) Dam in Turkey, where uplift was observed.
Foundations See also: 803081 803201 ADFREEZE STRENGTH OF FROZEN SAND TO MODEL PILES Parameswaran, V R Can Geotech J, V15, N4, Nov 1978, P494-500 803202 DETERMINATION OF THE BENDING MOMENTS AND THE PRES~P~S ~ ON A P n ~ BY I ~ I ~ T ~ ~aAsURmm~s (I~ FR~CH) Boissler, D; Gielly, J; Kastner, R Can Geotech J, V15, N4, Nov 1978, P522-536 803203 HEARING CAPACITY OF ANISOIROPIC COKESIONLESS SOILS. TECHNICAL NOTE Meyerhof, G G Can Geotech J, V15, N4, Nov 1978, P592-595 803204 ICE SHEET LOADS ON MARINA PILES. TECHNICAL NOTE Doud, J 0 Can Geotech J, VIS, N4, Nov 1978, P599-604 803205 STRIP FOOTING ON WEAK CLAY STABILISED WITH A GRANtW_AR TRENCH OR PILE. TECHNICAL NOTE~ Madhavl M R~ Vitkar, P P Can Geotech J, VIS, ~ , Nov 1978, I%05-609 803206 ULTIMATE BEARING CAPACITY OF FOUNDATIONS ON LAYERED SOILS UNDER INCLINED LOAD Meyerhof, G G; Hanna, A M Can Geotech J, V15, N4, Nov 1978, P562-572 803207 EFFECTS OF DRIVING AND SUBSEQUENT CONSOLIDATION ON BEHAVIOUR OF DRIVEN PILES Desai, C S Int J Num Anal Meth Geomech, V2, N3, JulySept 1978, P283-301 803208 NUMERICAL APPROxIMATIONs IN PII~-DRIVING ANALySIs. TECHNICAL NOTE Davis, R O; Phelan, P J Int J Num Anal Meth Geomeeh, V2, N3, JulySept 1978, P303-310