Three-dimensional ground displacements from static pipe bursting in stiff clay

Author： Brachman R. W.I.   McLeod H. A.   Moore I. D.   Take W. A.  

Publisher： NRC Research Press

ISSN： 1208-6010

Source： Canadian Geotechnical Journal, Vol.47, Iss.4, 2010-04, pp. : 439-450

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

Buried pipeline responses to ground displacements induced by adjacent static pipe bursting

By Wang Yu  

Canadian Geotechnical Journal, Vol. 50, Iss. 5, 2013-04 ,pp. : 481-492

NRC Research Press

Access to resources Recommend Favorite

A three-dimensional slope stability problem in clay

By Silvestri Vincenzo  

Canadian Geotechnical Journal, Vol. 43, Iss. 2, 2006-02 ,pp. : 224-228

NRC Research Press

Access to resources Recommend Favorite

Revisiting the three-dimensional slope stability problem in clay

By Cai Fei   Nakamura Atsushi   Ugai Keizo  

Canadian Geotechnical Journal, Vol. 49, Iss. 4, 2012-04 ,pp. : 494-498

NRC Research Press

Access to resources Recommend Favorite

Observed ground and pile group responses due to tunneling in Bangkok stiff clay

By Boonyarak Thayanan   Phisitkul Kullapat   Ng Charles W.W.   Teparaksa Wanchai   Aye Zaw Zaw  

Canadian Geotechnical Journal, Vol. 51, Iss. 5, 2014-01 ,pp. : 479-495

NRC Research Press

Access to resources Recommend Favorite

Three-dimensional numerical investigation of multifaced tunneling in water-bearing soft ground

By Kim Sun-Bin   Yoo Chungsik  

Canadian Geotechnical Journal, Vol. 45, Iss. 10, 2008-10 ,pp. : 1467-1486

NRC Research Press

Access to resources Recommend Favorite