A theoretical solution for pile-supported embankments on soft soils under one-dimensional compression

Author： Chen R. P.   Chen Y. M.   Han J.   Xu Z. Z.  

Publisher： NRC Research Press

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.45, Iss.5, 2008-05, pp. : 611-623

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

Modelling the combined effect of strain rate and temperature on one-dimensional compression of soils

By Laloui L.   Leroueil S.   Chalindar S.  

Canadian Geotechnical Journal, Vol. 45, Iss. 12, 2008-12 ,pp. : 1765-1777

NRC Research Press

Access to resources Recommend Favorite

Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment

By  

Canadian Geotechnical Journal, Vol. 52, Iss. 12, 2015-01 ,pp. : 2041-2054

NRC Research Press

Access to resources Recommend Favorite

Reply to the discussion by G. Qu on “Modelling the combined effect of strain rate and temperature on one-dimensional compression of soils”

By Laloui L.   Leroueil S.   Chalindar S.  

Canadian Geotechnical Journal, Vol. 46, Iss. 9, 2009-09 ,pp. : 1102-1102

NRC Research Press

Access to resources Recommend Favorite

Discussion of “Modelling the combined effect of strain rate and temperature on one-dimensional compression of soils”

By Qu Guangfeng  

Canadian Geotechnical Journal, Vol. 46, Iss. 9, 2009-09 ,pp. : 1100-1101

NRC Research Press

Access to resources Recommend Favorite

Viscous behaviour of clays in one-dimensional compression

By Wong Ron C.K.   Varatharajan Sivarajan  

Canadian Geotechnical Journal, Vol. 51, Iss. 7, 2014-01 ,pp. : 795-809

NRC Research Press

Access to resources Recommend Favorite