Experimental investigation on shear creep properties of undisturbed rock discontinuity in Baihetan Hydropower Station-Reference-Cited by-同舟云学术

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Experimental investigation on shear creep properties of undisturbed rock discontinuity in Baihetan Hydropower Station

Published:2018-04 Issue: Volume:104 Page:27-33
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Jia C.J.,Xu W.Y.,Wang R.B.,Wang S.S.,Lin Z.N.

Funder

National Natural Science Foundation of China

Fundamental Research Funds

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference12 articles.

1. Fractures and discontinuities;Singhal,1999

2. The shear creep characteristics of a Green Schist weak structural marble surface;Zhang;Mech Adv Mater Struct.,2015

3. The evolution of rock failure with discontinuities due to shear creep;Xu;Acta Geotech.,2013

4. Triaxial creep tests of weak sandstone from fracture zone of high dam foundation;Zhang;J Cent South Univ.,2013

5. Triaxial creep tests of rock from the compressive zone of dam foundation in Xiangjiaba Hydropower Station;Zhang;Int J Rock Mech Min.,2012

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