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Materials Research Innovations Volume 15, 2011 - Issue sup1
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Original Article

Study of statistic damage constitutive model for shear failure rock

J P Yang State Key Laboratory of Geomechanics and Geotechnical EngineeringWuhan Institute of Rock and Soil Mechanics, CAS, Wuhan430071, China
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W Z Chen State Key Laboratory of Geomechanics and Geotechnical EngineeringWuhan Institute of Rock and Soil Mechanics, CAS, Wuhan430071, ChinaCorrespondence[email protected]
Pages s565-s568 | Received 20 Sep 2010, Accepted 15 Nov 2010, Published online: 12 Nov 2013

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X. M. Zhang, Y. Z. Lv, P. L. Qiu & Q. Dong. (2014) Experimental study on nominal compactness of soil–rock mixture. Materials Research Innovations 18:sup2, pages S2-853-S2-856.
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J. X. Zhang, Y. L. Huang, M. Li, Q. Zhang & Z. Liu. (2014) Test on mechanical properties of solid backfill materials. Materials Research Innovations 18:sup2, pages S2-960-S2-965.
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Articles from other publishers (2)

Juan Liu, Feng Gao, Yan Xing, Wenqi Zheng & Yun Bai. (2023) A New 3D Statistical Parameter for Determining Roughness of Joint Surfaces Considering Shear Direction and Asperity Features. KSCE Journal of Civil Engineering 27:11, pages 4978-4992.
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Yang JianPing, Chen WeiZhong, Yang DianSen & Yuan JingQiang. (2015) Numerical determination of strength and deformability of fractured rock mass by FEM modeling. Computers and Geotechnics 64, pages 20-31.
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