Slope stability of earthen levee strengthened by roller-compacted concrete under hurricane overtopping flow conditions

ISSN： 1748-6025

Source： Geomechanics and Geoengineering, Vol.8, Iss.2, 2013-06, pp. : 76-85

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

Controls on the breach geometry and flood hydrograph during overtopping of noncohesive earthen dams

WATER RESOURCES RESEARCH, Vol. 51, Iss. 8, 2015-08 ,pp. : 6701-6724

John Wiley & Sons Inc

Access to resources Recommend Favorite

Controls on the breach geometry and flood hydrograph during overtopping of noncohesive earthen dams

WATER RESOURCES RESEARCH, Vol. 43-1397, Iss. 8, 2015-08 ,pp. : 6701-6724

John Wiley & Sons Inc

Access to resources Recommend Favorite

Failure analysis of the breached levee at the 17th Street Canal in New Orleans during Hurricane Katrina

By Wang X. Castay Mark

Canadian Geotechnical Journal, Vol. 49, Iss. 7, 2012-07 ,pp. : 812-834

NRC Research Press

Access to resources Recommend Favorite

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

Multichannel optical sensor to quantify particle stability under seepage flow

By Marot Didier Bendahmane Fateh Konrad Jean-Marie

Canadian Geotechnical Journal, Vol. 48, Iss. 12, 2011-12 ,pp. : 1772-1787

NRC Research Press

Access to resources Recommend Favorite