Undrained stability of a circular tunnel where the shear strength increases linearly with depth

By Wilson Daniel W.   Abbo Andrew J.   Sloan Scott W.   Lyamin Andrei V.  

Canadian Geotechnical Journal, Vol. 48, Iss. 9, 2011-09 ,pp. : 1328-1342

NRC Research Press

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Application of suction stress for estimating unsaturated shear strength of soils using direct shear testing under low confining pressure

By Kim Byeong-Su   Shibuya Satoru   Park Seong-Wan   Kato Shoji  

Canadian Geotechnical Journal, Vol. 47, Iss. 9, 2010-09 ,pp. : 955-970

NRC Research Press

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On the evaluation of undrained shear strength and preconsolidation pressure from common field tests in clay

By Larsson Rolf   Åhnberg Helen  

Canadian Geotechnical Journal, Vol. 42, Iss. 4, 2005-08 ,pp. : 1221-1231

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Effect of drainage conditions, bed thickness, and age on the shear strength of mine tailings in a very low stress range

By Dimitrova Rozalina S.   Yanful Ernest K.  

Canadian Geotechnical Journal, Vol. 49, Iss. 3, 2012-03 ,pp. : 285-297

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Effects of sample disturbance and consolidation procedures on measured shear strength of soft marine Norwegian clays

By Lunne Tom   Berre Toralv   Andersen Knut H   Strandvik Stein   Sjursen Morten  

Canadian Geotechnical Journal, Vol. 43, Iss. 7, 2006-07 ,pp. : 726-750

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