Shear strength characteristics of statically compacted unsaturated kaolin

By Oh Won T.   Garga Vinod K.   Vanapalli Sai K.  

Canadian Geotechnical Journal, Vol. 45, Iss. 7, 2008-07 ,pp. : 910-922

NRC Research Press

Access to resources Recommend Favorite

Influence of degree of saturation on soil nail pull-out resistance in compacted completely decomposed granite fill

By Chan Terence C.F.   Shiu Y.K.   Cheung Tony   Yin Jian-Hua   Su Li-Jun  

Canadian Geotechnical Journal, Vol. 44, Iss. 11, 2007-11 ,pp. : 1314-1328

NRC Research Press

Access to resources Recommend Favorite

Laboratory study of soil–nail interaction in loose, completely decomposed granite

By Junaideen S M   Tham L G   Law K T   Lee C F   Yue Z Q  

Canadian Geotechnical Journal, Vol. 41, Iss. 2, 2004-04 ,pp. : 274-286

NRC Research Press

Access to resources Recommend Favorite

Shear strength of unsaturated soil interfaces

By Hamid Tariq B.   Miller Gerald A.  

Canadian Geotechnical Journal, Vol. 46, Iss. 5, 2009-05 ,pp. : 595-606

NRC Research Press

Access to resources Recommend Favorite

Influences of principal stress direction and intermediate principal stress on the stress–strain–strength behaviour of completely decomposed granite

By Kumruzzaman Md.   Yin Jian-Hua  

Canadian Geotechnical Journal, Vol. 47, Iss. 2, 2010-02 ,pp. : 164-179

NRC Research Press

Access to resources Recommend Favorite