Discontinuous deformation analysis and numerical manifold method

Author：    

Publisher： Taylor & Francis Ltd

ISSN： 1748-6025

Source： Geomechanics and Geoengineering, Vol.9, Iss.2, 2014-04, pp. : 79-79

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

Related content

Spatial hashing based contact detection for numerical manifold method

By        

Geomechanics and Geoengineering, Vol. 9, Iss. 2, 2014-04 ,pp. : 153-159

Taylor & Francis Ltd

Access to resources Recommend Favorite

Application of discontinuous deformation analysis on stability analysis of slopes and underground power houses

By  

Geomechanics and Geoengineering, Vol. 9, Iss. 2, 2014-04 ,pp. : 80-96

Taylor & Francis Ltd

Access to resources Recommend Favorite

A discontinuous numerical model to simulate rock failure process

By        

Geomechanics and Geoengineering, Vol. 9, Iss. 2, 2014-04 ,pp. : 133-141

Taylor & Francis Ltd

Access to resources Recommend Favorite

Numerical analysis of soil deformation behind the reaction wall of an open caisson induced by horizontal parallel pipe-jacking construction

By  

Canadian Geotechnical Journal, Vol. 52, Iss. 12, 2015-01 ,pp. : 2008-2016

NRC Research Press

Access to resources Recommend Favorite

A multiscale manifold method using particle representations of the physical domain

By      

Geomechanics and Geoengineering, Vol. 9, Iss. 2, 2014-04 ,pp. : 124-132

Taylor & Francis Ltd

Access to resources Recommend Favorite