Case studies of three-dimensional effects on the behaviour of test embankments

Author： Qu Guangfeng Hinchberger Sean D. Lo K. Y.

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.46, Iss.11, 2009-11, pp. : 1356-1370

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 stress effects on time-dependent swelling behaviour of shaly rocks

By Hawlader B C Lee Y N Lo K Y

Canadian Geotechnical Journal, Vol. 40, Iss. 3, 2003-06 ,pp. : 501-511

NRC Research Press

Access to resources Recommend Favorite

Effects of geometries on three-dimensional slope stability

By Chen Guangqi Zheng Lu Li Yange Zhuang Xiaoying

Canadian Geotechnical Journal, Vol. 50, Iss. 3, 2013-01 ,pp. : 233-249

NRC Research Press

Access to resources Recommend Favorite

Effects of three‐dimensional crustal structure and smoothing constraint on earthquake slip inversions: Case study of the Mw6.3 2009 L'Aquila earthquake

JOURNAL OF GEOPHYSICAL RESEARCH: SOLID EARTH, Vol. 120, Iss. 1, 2015-01 ,pp. : 428-449

John Wiley & Sons Inc

Access to resources Recommend Favorite

Analysis of tunnels in shaly rock considering three-dimensional stress effects on swelling

By Hawlader B C Lo K Y Moore I D

Canadian Geotechnical Journal, Vol. 42, Iss. 1, 2005-02 ,pp. : 1-12

NRC Research Press

Access to resources Recommend Favorite

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