Finite element simulation of seismically induced retrogressive failure of submarine slopes

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.42, Iss.6, 2005-12, pp. : 1532-1547

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

Three-dimensional strength-reduction finite element analysis of slopes: geometric effects

By Nian T.-K. Huang R.-Q. Wan S.-S. Chen G.-Q.

Canadian Geotechnical Journal, Vol. 49, Iss. 5, 2012-05 ,pp. : 574-588

NRC Research Press

Access to resources Recommend Favorite

Base liquefaction: a mechanism for shear-induced failure of loose granular slopes

By Take W. Andy Beddoe Ryley A.

Canadian Geotechnical Journal, Vol. 51, Iss. 5, 2014-01 ,pp. : 496-507

NRC Research Press

Access to resources Recommend Favorite

Eulerian finite element simulation of spudcan-pile interaction

By Leung Chun Fai Chow Yean Khow Swaddiwudhipong Somsak

Canadian Geotechnical Journal, Vol. 50, Iss. 6, 2013-04 ,pp. : 595-608

NRC Research Press

Access to resources Recommend Favorite

Finite element modeling approach to assess the stability of debris and rock slopes: a case study from the Indian Himalayas

By Kanungo D. Pain Anindya Sharma Shaifaly

Natural Hazards, Vol. 69, Iss. 1, 2013-10 ,pp. : 1-24

Springer Publishing Company

Access to resources Recommend Favorite

A Simplified Numerical Approach for the Prediction of Rainfall‐Induced Retrogressive Landslides

ACTA GEOLOGICA SINICA (ENGLISH EDITION) (ELECTRONIC), Vol. 90, Iss. 4, 2016-08 ,pp. : 1471-1480

John Wiley & Sons Inc

Access to resources Recommend Favorite