Lower-bound calculations of the bearing capacity of eccentrically loaded footings in cohesionless soil

Author： Krabbenhoft Sven   Damkilde Lars   Krabbenhoft Kristian  

Publisher： NRC Research Press

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.49, Iss.3, 2012-03, pp. : 298-310

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

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

Stochastic model for settlement: footings on cohesionless soil

By      

Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, Vol. 8, Iss. 4, 2014-10 ,pp. : 269-283

Taylor & Francis Ltd

Access to resources Recommend Favorite

Bearing capacity of strip footings on purely frictional soil under eccentric and inclined loads

By Loukidis D.   Chakraborty T.   Salgado R.  

Canadian Geotechnical Journal, Vol. 45, Iss. 6, 2008-06 ,pp. : 768-787

NRC Research Press

Access to resources Recommend Favorite

Laterally loaded rigid piles in cohesionless soil

By Guo Wei D.  

Canadian Geotechnical Journal, Vol. 45, Iss. 5, 2008-05 ,pp. : 676-697

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