Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis

Author： Karim M.R.   Manivannan G.   Gnanendran C.T.   Lo S-C.R.  

Publisher： NRC Research Press

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.48, Iss.5, 2011-05, pp. : 741-753

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

Predicting the long-term performance of a wide embankment on soft soil using an elastic–viscoplastic model

By Karim M. R.   Gnanendran C. T.   Lo S.-C. R.   Mak J.  

Canadian Geotechnical Journal, Vol. 47, Iss. 2, 2010-02 ,pp. : 244-257

NRC Research Press

Access to resources Recommend Favorite

Finite element analysis of an embankment on a soft estuarine deposit using an elastic–viscoplastic soil model

By Kelln Curtis   Sharma Jitendra   Hughes David   Graham James  

Canadian Geotechnical Journal, Vol. 46, Iss. 3, 2009-03 ,pp. : 357-368

NRC Research Press

Access to resources Recommend Favorite

A study of geogrid-reinforced ballast using laboratory pull-out tests and discrete element modelling

By      

Geomechanics and Geoengineering, Vol. 8, Iss. 4, 2013-12 ,pp. : 244-253

Taylor & Francis Ltd

Access to resources Recommend Favorite

Long-term performance of a wide embankment on soft clay improved with prefabricated vertical drains

By Lo S. R.   Mak J.   Gnanendran C. T.   Zhang R.   Manivannan G.  

Canadian Geotechnical Journal, Vol. 45, Iss. 8, 2008-08 ,pp. : 1073-1091

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