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

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

Publisher： NRC Research Press

ISSN： 1208-6010

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

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Undrained shear strength properties of organic harbor mud at low consolidation stress levels

By Schlue Benjamin F.   Mörz Tobias   Kreiter Stefan  

Canadian Geotechnical Journal, Vol. 48, Iss. 3, 2011-03 ,pp. : 388-398

NRC Research Press

Access to resources Recommend Favorite

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

NRC Research Press

Access to resources Recommend Favorite

Undrained shear strengths of clay around an advancing cone

By Su Shi-Fon  

Canadian Geotechnical Journal, Vol. 47, Iss. 10, 2010-10 ,pp. : 1149-1158

NRC Research Press

Access to resources Recommend Favorite

Multivariate distribution for undrained shear strengths under various test procedures

By Phoon Kok-Kwang  

Canadian Geotechnical Journal, Vol. 50, Iss. 9, 2013-01 ,pp. : 907-923

NRC Research Press

Access to resources Recommend Favorite

Basal heave analysis of excavations with consideration of anisotropic undrained strength of clay

By Hsieh Pio-Go   Ou Chang-Yu   Liu Hui-Tzu  

Canadian Geotechnical Journal, Vol. 45, Iss. 6, 2008-06 ,pp. : 788-799

NRC Research Press

Access to resources Recommend Favorite