A transfer coefficient method for rock slope toppling

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.46, Iss.1, 2009-01, pp. : 1-9

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

New method for dynamic stability analysis of rock slope under blasting vibration based on equivalent acceleration and Sarma method

By Chen Ming Lu Wenbo Yan Peng Zhou Chuangbing

Canadian Geotechnical Journal, Vol. 51, Iss. 4, 2014-01 ,pp. : 441-448

NRC Research Press

Access to resources Recommend Favorite

Preliminary Rock-Slope-Susceptibility Assessment Using GIS and the SMR Classification

By Irigaray C. Fernández T. Chacón J.

Natural Hazards, Vol. 30, Iss. 3, 2003-11 ,pp. : 309-324

Springer Publishing Company

Access to resources Recommend Favorite

A simplified method for 3D slope stability analysis

By Chen Zuyu Mi Hongliang Zhang Faming Wang Xiaogang

Canadian Geotechnical Journal, Vol. 40, Iss. 3, 2003-06 ,pp. : 675-683

NRC Research Press

Access to resources Recommend Favorite

A decision analysis framework for the assessment of likely post-failure velocity of translational and compound natural rock slope landslides

By Glastonbury James Fell Robin

Canadian Geotechnical Journal, Vol. 45, Iss. 3, 2008-03 ,pp. : 329-350

NRC Research Press

Access to resources Recommend Favorite

Integrated back and forward analysis of rock slope stability and rockslide runout at Afternoon Creek, Washington

By Strouth Alex Eberhardt Erik

Canadian Geotechnical Journal, Vol. 46, Iss. 10, 2009-10 ,pp. : 1116-1132

NRC Research Press

Access to resources Recommend Favorite