Fracture and Strength of Solids VI

Volumes 306-308

doi: 10.4028/

Paper Title Page

Authors: X.Z. Cui, Q. Jin, Q.S. Shang, S.T. Liu

Abstract: Mohr-Coulomb model is a perfect elastoplastic model. It only considers the variation of material strength with lateral compressive stress,...

Authors: Shui Lin Wang, Yu Yong Jiao, Haibin Xiao, Chun Guang Li

Abstract: There are several different yield surfaces of Drucker-Prager yield criterion which corresponds to Mohr-Coulomb yield criterion in principal...

Authors: Jing Zeng, Qian Sheng, Qing Chun Zhou

Abstract: The power house of Yantan extended hydropower project, with complex geological conditions such as fault f211 below the power house and...

Authors: Y.Q. Liu, Hai Bo Li, H.C. Dai, Jun Ru Li, Qing Chun Zhou

Abstract: The progressive failure process of a layer rock slope under explosions is simulated using two-dimensional Universal Distinct Element Code...

Authors: Jian Hua Liu, Wei Shen Zhu, Shu Cai Li

Abstract: This present paper describes the process and methods of the numerical analysis, including yielding criterion, 3-D geometrical model, rock...

Authors: Wei Shen Zhu, Jian Hua Liu, Shu Cai Li

Abstract: A brief description is given to the visco-plastic constitutive model of 3-D FLAC software and some treating methods for the numerical...

Authors: Quan Sheng Liu, Guang Miao Xu, Yun Hua Hu, Xiaoxiao Chang

Abstract: Basic mechanical behaviors of rocks at different temperatures and with different moistures are required to be investigated for studying and...

Authors: Dun Fu Zhang, Wei Shen Zhu, Shu Cai Li

Abstract: By use of complex variable theory, formulae for tangential stress on ellipse edge are derived. Sub-crack point, opening angle and maximal...

Authors: Chun He Yang, Guibin Wang, Liming Yin

Abstract: Based on the field geology survey data, the probability distribution function of joint aperture was analyzed and the availability of the...

Authors: X.C. Xu, Yu Yong Jiao

Abstract: In the classical Coulomb’s earth pressure theory, the failure surface in the backfilled clay behind rigid retaining wall in slope...


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