Pore-pressure response in a marine clay slope in southeast Norway

Author： Boyle Stan   Karlsrud Kjell   Høydal Øyvind A.  

Publisher： NRC Research Press

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.46, Iss.12, 2009-12, pp. : 1391-1405

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

Analytical solutions for calculating pore-water pressure in an infinite unsaturated slope with different root architectures

By  

Canadian Geotechnical Journal, Vol. 52, Iss. 12, 2015-01 ,pp. : 1981-1992

NRC Research Press

Access to resources Recommend Favorite

Undrained shear behaviour of sands subjected to large shear displacement and estimation of excess pore-pressure generation from drained ring shear tests

By Okada Yasuhiko   Sassa Kyoji   Fukuoka Hiroshi  

Canadian Geotechnical Journal, Vol. 42, Iss. 3, 2005-06 ,pp. : 787-803

NRC Research Press

Access to resources Recommend Favorite

A three-dimensional slope stability problem in clay

By Silvestri Vincenzo  

Canadian Geotechnical Journal, Vol. 43, Iss. 2, 2006-02 ,pp. : 224-228

NRC Research Press

Access to resources Recommend Favorite

Revisiting the three-dimensional slope stability problem in clay

By Cai Fei   Nakamura Atsushi   Ugai Keizo  

Canadian Geotechnical Journal, Vol. 49, Iss. 4, 2012-04 ,pp. : 494-498

NRC Research Press

Access to resources Recommend Favorite

Erratum: A three-dimenstional slope stability problem in clay

By Silvestri Vincenzo  

Canadian Geotechnical Journal, Vol. 43, Iss. 10, 2006-10 ,pp. : 1105-1105

NRC Research Press

Access to resources Recommend Favorite