Influence of a permanent liner on the skin friction of large-diameter bored piles in Hong Kong granitic saprolites

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.40, Iss.4, 2003-08, pp. : 793-805

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

Driven high capacity H-piles in Hong Kong saprolites: A reliability evaluation of two methods

By Li K. S. Lam J. Lo S. R.

Canadian Geotechnical Journal, Vol. 45, Iss. 1, 2008-01 ,pp. : 124-130

NRC Research Press

Access to resources Recommend Favorite

Use of large-diameter, cast–in situ concrete pipe piles for embankment over soft clay

By Liu Han-Long Chu Jian Deng An

Canadian Geotechnical Journal, Vol. 46, Iss. 8, 2009-08 ,pp. : 915-927

NRC Research Press

Access to resources Recommend Favorite

Effect of variation of the loading direction on the displacement accumulation of large-diameter piles under cyclic lateral loading in sand

By Rudolph Christina Bienen Britta Grabe Jürgen

Canadian Geotechnical Journal, Vol. 51, Iss. 10, 2014-01 ,pp. : 1196-1206

NRC Research Press

Access to resources Recommend Favorite

The tensile capacity of bored piles in frictional soils

By Krabbenhoft Sven Andersen Allan Damkilde Lars

Canadian Geotechnical Journal, Vol. 45, Iss. 12, 2008-12 ,pp. : 1715-1722

NRC Research Press

Access to resources Recommend Favorite

Centrifuge modeling of large-diameter underground pipes subjected to heavy traffic loads

By Rakitin Boris Xu Ming

Canadian Geotechnical Journal, Vol. 51, Iss. 4, 2014-01 ,pp. : 353-368

NRC Research Press

Access to resources Recommend Favorite