Radial consolidation of clay using compressibility indices and varying horizontal permeability

Author： Indraratna Buddhima   Rujikiatkamjorn Cholachat   Sathananthan Iyathurai  

Publisher： NRC Research Press

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.42, Iss.5, 2005-10, pp. : 1330-1341

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

Laboratory study on radial consolidation and deformation in clay reinforced with stone columns

By Cimentada Ana   Da Costa Almudena   Cañizal Jorge   Sagaseta César  

Canadian Geotechnical Journal, Vol. 48, Iss. 1, 2011-01 ,pp. : 36-52

NRC Research Press

Access to resources Recommend Favorite

Consolidation theory for a composite foundation considering radial and vertical flows within the column and the variation of soil permeability within the disturbed soil zone

By Lu Meng-Meng   Xie Kang-He   Guo Biao  

Canadian Geotechnical Journal, Vol. 47, Iss. 2, 2010-02 ,pp. : 207-217

NRC Research Press

Access to resources Recommend Favorite

Effect of cementation on the compressibility of Singapore upper marine clay

By Low Han-Eng   Phoon Kok-Kwang  

Canadian Geotechnical Journal, Vol. 45, Iss. 7, 2008-07 ,pp. : 1018-1024

NRC Research Press

Access to resources Recommend Favorite

Effect of weathering on the compressibility and shear strength of a natural clay

By Gullà Giovanni   Mandaglio Maria C.   Moraci Nicola  

Canadian Geotechnical Journal, Vol. 43, Iss. 6, 2006-06 ,pp. : 618-625

NRC Research Press

Access to resources Recommend Favorite

Compression and consolidation characteristics of structured natural clay

By Chai J -C   Miura N   Zhu H -H    

Canadian Geotechnical Journal, Vol. 41, Iss. 6, 2004-12 ,pp. : 1250-1258

NRC Research Press

Access to resources Recommend Favorite