Assessment of the range of variation of N γ from 60 estimation methods for footings on sand

Author：  

Publisher： NRC Research Press

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.50, Iss.7, 2013-04, pp. : 793-800

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

Design load of rigid footings on sand

By Diaz Edgar G.   Rodríguez-Roa Fernando  

Canadian Geotechnical Journal, Vol. 47, Iss. 8, 2010-08 ,pp. : 872-884

NRC Research Press

Access to resources Recommend Favorite

Bearing capacity factor Nγ for ring footings using the method of characteristics

By Kumar Jyant   Ghosh Priyanka  

Canadian Geotechnical Journal, Vol. 42, Iss. 5, 2005-10 ,pp. : 1474-1484

NRC Research Press

Access to resources Recommend Favorite

Bearing capacity of eccentrically loaded strip footings close to geotextile-reinforced sand slope

By Turker Emel   Sadoglu Erol   Cure Evrim   Uzuner Bayram Ali  

Canadian Geotechnical Journal, Vol. 51, Iss. 8, 2014-01 ,pp. : 884-895

NRC Research Press

Access to resources Recommend Favorite

Effect of footing width on Nγ and failure envelope of eccentrically and obliquely loaded strip footings on sand

By Tang Chong   Phoon Kok-Kwang   Toh Kim-Chuan  

Canadian Geotechnical Journal, Vol. 52, Iss. 6, 2015-01 ,pp. : 694-707

NRC Research Press

Access to resources Recommend Favorite

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

By Xu Xiangtao   Schneider James A.   Lehane Barry M.  

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

NRC Research Press

Access to resources Recommend Favorite