Upstream Slope Ratio Effects on the Heel Stress of Concrete Gravity Dam

E-ISSN： 1662-8985|2014|1065|663-667

ISSN： 1022-6680

Source： Advanced Materials Research, Vol.2014, Iss.1065, 2015-01, pp. : 663-667

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

Analysis on Seismic Response Spectrum of Different Slope Ratio Dam

Advanced Materials Research, Vol. 2015, Iss. 1092, 2015-04 ,pp. : 1341-1345

Trans Tech Publications

Access to resources Recommend Favorite

Seismic Analyses of 3D Fengman Concrete Gravity Dam

Advanced Materials Research, Vol. 2014, Iss. 1065, 2015-01 ,pp. : 586-589

Trans Tech Publications

Access to resources Recommend Favorite

Finite Element Analysis of Dam Foundation Seepage Effect on Cutoff Wall Depth of Guxue Concrete Gravity Dam

Advanced Materials Research, Vol. 2014, Iss. 1073, 2015-01 ,pp. : 1729-1732

Trans Tech Publications

Access to resources Recommend Favorite

Numerical Simulation of Seepage Control Effects at a Gravity Dam Site

Advanced Materials Research, Vol. 2014, Iss. 1065, 2015-01 ,pp. : 580-585

Trans Tech Publications

Access to resources Recommend Favorite

An investigation of the effects of microstructure and stress ratio on fatigue crack growth in Ti-6Al-4V with colony / microstructures

By Shademan S. Sinha V. Soboyejo A.B.O. Soboyejo W.O.

Mechanics of Materials, Vol. 36, Iss. 1, 2004-01 ,pp. : 161-175

Elsevier

Access to resources Recommend Favorite