Cone penetration test (CPT) methods for end-bearing assessment of open- and closed-ended driven piles in siliceous sand

Author： Xu Xiangtao   Schneider James A.   Lehane Barry M.  

Publisher： NRC Research Press

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.45, Iss.8, 2008-08, pp. : 1130-1141

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

Tunneling beneath driven or jacked end-bearing piles in sand

By Marshall Alec M.   Mair Robert J.  

Canadian Geotechnical Journal, Vol. 48, Iss. 12, 2011-12 ,pp. : 1757-1771

NRC Research Press

Access to resources Recommend Favorite

End-bearing capacity of driven piles in sand using the stress characteristics method: analysis and implementation

By Veiskarami Mehdi   Eslami Abolfazl   Kumar   Jyant  

Canadian Geotechnical Journal, Vol. 48, Iss. 10, 2011-10 ,pp. : 1570-1586

NRC Research Press

Access to resources Recommend Favorite

Effect of spatial correlation of standard penetration test (SPT) data on bearing capacity of driven piles in sand

By Zhang Lianyang   Chen Jin-Jian  

Canadian Geotechnical Journal, Vol. 49, Iss. 4, 2012-04 ,pp. : 394-402

NRC Research Press

Access to resources Recommend Favorite

Geostatistical analysis of cone penetration test (CPT) sounding using the modified Bartlett test

By Phoon Kok-Kwang   Quek Ser-Tong   An Ping  

Canadian Geotechnical Journal, Vol. 41, Iss. 2, 2004-04 ,pp. : 356-365

NRC Research Press

Access to resources Recommend Favorite

New ultimate pile capacity prediction method based on cone penetration test (CPT)

By Hu Zhihong   McVay Michael   Bloomquist David   Horhota David   Lai Peter  

Canadian Geotechnical Journal, Vol. 49, Iss. 8, 2012-08 ,pp. : 961-967

NRC Research Press

Access to resources Recommend Favorite