The prediction of one-, two-, and three-dimensional heave in expansive soils

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.41, Iss.4, 2004-08, pp. : 713-737

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

Challenges to modelling heave in expansive soils

By Vu Hung Q Fredlund Delwyn G

Canadian Geotechnical Journal, Vol. 43, Iss. 12, 2006-12 ,pp. : 1249-1272

NRC Research Press

Access to resources Recommend Favorite

Two- and three-dimensional analyses of translational slides in soils with nonlinear failure envelopes

By Eid Hisham T.

Canadian Geotechnical Journal, Vol. 47, Iss. 4, 2010-04 ,pp. : 388-399

NRC Research Press

Access to resources Recommend Favorite

Estimation of the segregation potential of fine-grained soils using the frost heave response of two reference soils

By Konrad Jean-Marie

Canadian Geotechnical Journal, Vol. 42, Iss. 1, 2005-02 ,pp. : 38-50

NRC Research Press

Access to resources Recommend Favorite

Three‐dimensional versus two‐dimensional bed form‐induced hyporheic exchange

WATER RESOURCES RESEARCH, Vol. 51, Iss. 4, 2015-04 ,pp. : 2923-2936

John Wiley & Sons Inc

Access to resources Recommend Favorite

Enhancement of plume dilution in two‐dimensional and three‐dimensional porous media by flow focusing in high‐permeability inclusions

WATER RESOURCES RESEARCH, Vol. 51, Iss. 7, 2015-07 ,pp. : 5582-5602

John Wiley & Sons Inc

Access to resources Recommend Favorite