MCS-based probabilistic design of embedded sheet pile walls

Author：  

Publisher： Taylor & Francis Ltd

ISSN： 1749-9518

Source： Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, Vol.7, Iss.3, 2013-09, pp. : 151-162

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

Target reliability based design optimization of anchored cantilever sheet pile walls

By Basha B. M.   Babu G. L. Sivakumar  

Canadian Geotechnical Journal, Vol. 45, Iss. 4, 2008-04 ,pp. : 535-548

NRC Research Press

Access to resources Recommend Favorite

System reliability-based analysis of cantilever retaining walls embedded in granular soils

By    

Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, Vol. 8, Iss. 3, 2014-07 ,pp. : 192-201

Taylor & Francis Ltd

Access to resources Recommend Favorite

New approach for analysis of cantilever sheet pile with line load

By Choudhury Deepankar   Singh Shailesh   Goel Shubhra  

Canadian Geotechnical Journal, Vol. 43, Iss. 5, 2006-05 ,pp. : 540-549

NRC Research Press

Access to resources Recommend Favorite

A comparative slope stability analysis of sheet pile supported I-wall in New Orleans, Louisiana with sheet pile penetrating into sand layer

By Chatterjee Jaideep   Amini Farshad  

Geomechanics and Geoengineering, Vol. 8, Iss. 3, 2013-09 ,pp. : 202-208

Taylor & Francis Ltd

Access to resources Recommend Favorite

Limit analysis of anchored concrete soldier-pile walls in clay under vertical loading

By Cardoso António S   da Costa Guerra Nuno M   Antão Armando N   Fernandes Manuel M.  

Canadian Geotechnical Journal, Vol. 43, Iss. 5, 2006-05 ,pp. : 516-530

NRC Research Press

Access to resources Recommend Favorite