Numerical modeling of progressive failure and its implications for spreads in sensitive clays

Author： Jostad Hans Petter   Leroueil Serge  

Publisher： NRC Research Press

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.50, Iss.9, 2013-01, pp. : 961-978

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

Progressive failures in eastern Canadian and Scandinavian sensitive clays

By Locat Ariane   Leroueil Serge   Bernander Stig   Demers Denis   Jostad Hans Petter   Ouehb Lyes  

Canadian Geotechnical Journal, Vol. 48, Iss. 11, 2011-11 ,pp. : 1696-1712

NRC Research Press

Access to resources Recommend Favorite

Development of progressive failure in sensitive clay slopes

By Quinn P.E.   Diederichs M.S.   Rowe R.K.   Hutchinson D.J.  

Canadian Geotechnical Journal, Vol. 49, Iss. 7, 2012-07 ,pp. : 782-795

NRC Research Press

Access to resources Recommend Favorite

Damage‐Based Time‐Dependent Modeling of Paraglacial to Postglacial Progressive Failure of Large Rock Slopes

By  

JOURNAL OF GEOPHYSICAL RESEARCH: EARTH SURFACE, Vol. 123, Iss. 1, 2018-01 ,pp. : 124-141

John Wiley & Sons Inc

Access to resources Recommend Favorite

Experimental study of strain localization in sensitive clays

By Gylland Anders   Jostad Hans   Nordal Steinar  

Acta Geotechnica, Vol. 9, Iss. 2, 2014-04 ,pp. : 227-240

Springer Publishing Company

Access to resources Recommend Favorite

Viscoplastic constitutive approach for rate-sensitive structured clays

By Hinchberger Sean D.   Qu Guangfeng  

Canadian Geotechnical Journal, Vol. 46, Iss. 6, 2009-06 ,pp. : 609-626

NRC Research Press

Access to resources Recommend Favorite