Capillary-induced tensile strength in unsaturated sands

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.45, Iss.5, 2008-05, pp. : 726-737

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

Capillary-based effective stress formulation for predicting shear strength of unsaturated soils

Canadian Geotechnical Journal, Vol. 52, Iss. 12, 2015-01 ,pp. : 2067-2076

NRC Research Press

Access to resources Recommend Favorite

The effect of ionic strength on surfactant-induced unsaturated flow

By Bashir Rashid Smith James E. Stolle Dieter E.

Canadian Geotechnical Journal, Vol. 48, Iss. 4, 2011-04 ,pp. : 644-654

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

Influence of state and compressibility on liquefied strength of sands

Canadian Geotechnical Journal, Vol. 50, Iss. 10, 2013-01 ,pp. : 1067-1076

NRC Research Press

Access to resources Recommend Favorite

Discussion of “Influence of state and compressibility on liquefied strength of sands”

By Mesri Gholamreza

Canadian Geotechnical Journal, Vol. 51, Iss. 4, 2014-01 ,pp. : 465-466

NRC Research Press

Access to resources Recommend Favorite