Behaviour of recompacted residual soils in a constant shear stress path

Author： Junaideen S. M. Tham L. G. Law K. T. Dai F. C. Lee C. F.

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.47, Iss.6, 2010-06, pp. : 648-661

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

The residual shear strength of tropical soils

By Rigo Marcelo L. Pinheiro Rinaldo José Barbosa Bressani Luiz Antônio Bica Adriano Virgílio Damiani Silveira Rodrigo M. d.

Canadian Geotechnical Journal, Vol. 43, Iss. 4, 2006-04 ,pp. : 431-447

NRC Research Press

Access to resources Recommend Favorite

Yield stress, volume change, and shear strength behaviour of unsaturated soils: validation of the SFG model

By Zhou Annan Sheng Daichao

Canadian Geotechnical Journal, Vol. 46, Iss. 9, 2009-09 ,pp. : 1034-1045

NRC Research Press

Access to resources Recommend Favorite

Shear strength testing of intact and recompacted samples of municipal solid waste

By Singh Manoj K. Sharma Jitendra S. Fleming Ian R.

Canadian Geotechnical Journal, Vol. 46, Iss. 10, 2009-10 ,pp. : 1133-1145

NRC Research Press

Access to resources Recommend Favorite

Shear strength behaviour of polypropylene fibre reinforced cohesive soils

Geomechanics and Geoengineering, Vol. 9, Iss. 3, 2014-07 ,pp. : 241-251

Taylor & Francis Ltd

Access to resources Recommend Favorite

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