Finite element investigations of granular material behaviour during cyclic wall shearing under a constant normal stiffness condition

Author： Tejchman J.  

Publisher： NRC Research Press

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.47, Iss.9, 2010-09, pp. : 985-998

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

Cyclic deformation of granular material subjected to moving-wheel loads

By Ishikawa Tatsuya   Sekine Etsuo   Miura Seiichi  

Canadian Geotechnical Journal, Vol. 48, Iss. 5, 2011-05 ,pp. : 691-703

NRC Research Press

Access to resources Recommend Favorite

Sensitivity of lightweight deflectometer deflections to layer stiffness via finite element analysis

By Senseney Christopher T.   Grasmick Jacob   Mooney Michael A.  

Canadian Geotechnical Journal, Vol. 52, Iss. 7, 2015-01 ,pp. : 961-970

NRC Research Press

Access to resources Recommend Favorite

Studies on the behaviour of screw piles by the finite element method

By Kurian Nainan P.   Shah Syed J.  

Canadian Geotechnical Journal, Vol. 46, Iss. 6, 2009-06 ,pp. : 627-638

NRC Research Press

Access to resources Recommend Favorite

Behavior of gravity deposited granular material under different stress paths

By Ng Tang-Tat  

Canadian Geotechnical Journal, Vol. 42, Iss. 6, 2005-12 ,pp. : 1644-1655

NRC Research Press

Access to resources Recommend Favorite

On the shearing behaviour of an artificially cemented soil

By Rios Sara   Viana da Fonseca António   Baudet Béatrice  

Acta Geotechnica, Vol. 9, Iss. 2, 2014-04 ,pp. : 215-226

Springer Publishing Company

Access to resources Recommend Favorite