An Elasto-Plastic Constitutive Model for Rock Joints Under Cyclic Loading and Constant Normal Stiffness Conditions

Author： Nemcik Jan Mirzaghorbanali Ali Aziz Naj

ISSN： 0960-3182

Source： Geotechnical and Geological Engineering, Vol.32, Iss.2, 2014-04, pp. : 321-335

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

Coalescence of offset rock joints under biaxial loading

By Mughieda Omer Karasneh Iyad

Geotechnical and Geological Engineering, Vol. 24, Iss. 4, 2006-08 ,pp. : 985-999

Springer Publishing Company

Access to resources Recommend Favorite

Rock joint modeling using a visco-plastic multilaminate model at constant normal load condition

By Roosta Reza Sadaghiani Mohammad Pak Ali Saleh Yaser

Geotechnical and Geological Engineering, Vol. 24, Iss. 5, 2006-10 ,pp. : 1449-1468

Springer Publishing Company

Access to resources Recommend Favorite

Impact loading of a hard rock via plastic substance in a drill hole

By Petreev A. Tambovtsev P.

Journal of Mining Science, Vol. 42, Iss. 6, 2006-11 ,pp. : 592-599

MAIK Nauka/Interperiodica

Access to resources Recommend Favorite

A new rock mass failure criterion for biaxial loading conditions

By Kulatilake P. Park Jinyong Malama Bwalya

Geotechnical and Geological Engineering, Vol. 24, Iss. 4, 2006-08 ,pp. : 871-888

Springer Publishing Company

Access to resources Recommend Favorite

Experimental Investigations on the Behaviour of Pile Groups in Clay Under Lateral Cyclic Loading

By Chandrasekaran S. Boominathan A. Dodagoudar G.

Geotechnical and Geological Engineering, Vol. 28, Iss. 5, 2010-09 ,pp. : 603-617

Springer Publishing Company

Access to resources Recommend Favorite