Study of Shear Constitutive Model for Schistose Rock Mass
Liu, Shang Ge1; Xu, Hua2; Liu, Jian1; Tao, Xiao1
2014
会议日期SEP 28-29, 2013
会议地点Shenzhen, PEOPLES R CHINA
关键词Schistose structure Shear test Constitutive model Exponential function
卷号838-841
DOI10.4028/www.scientific.net/AMR.838-841.800
页码800
英文摘要Based on the direct shear tests of schist and shale at dry and water-saturated states, combed with the advantages and disadvantages of models for rock mass and structure surface, we proposed shear stress-displacement constitutive model of schistose rock mass. The model is in the form of piecewise exponential function and its advantages are as follows: Piecewise function can reasonably describe the nonlinear pre-peak shear hardening and post-peak shear softening characteristics; Regard peak strength, peak displacement and residual strength as critical points, so it can accurately describe the strength characteristics of the material; The fitting degree is high with direct shear tests both at dry and water-saturated states; Only one parameter value is needed to obtain by fitting experimental curves while others are convenient to determine. All of those are benefit to applications in engineering practice.
会议录CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING, PTS 1-4
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地DURNTEN-ZURICH
语种英语
WOS研究方向Engineering
WOS记录号WOS:000339531700151
内容类型会议论文
源URL[http://119.78.100.198/handle/2S6PX9GI/4798]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn;
2.Sui Yue Expressway Management Off
推荐引用方式
GB/T 7714
Liu, Shang Ge,Xu, Hua,Liu, Jian,et al. Study of Shear Constitutive Model for Schistose Rock Mass[C]. 见:. Shenzhen, PEOPLES R CHINA. SEP 28-29, 2013.
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