中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Improved Nonlinear Strength Criterion for Jointed Rock Masses Subject to Complex Stress States

文献类型:期刊论文

作者Liu, Xuewei1; Liu, Quansheng2; Kang, Yongshui1; Pan, Yucong2
刊名INTERNATIONAL JOURNAL OF GEOMECHANICS
出版日期2018
卷号18期号:3页码:-
关键词Jointed rock mass Compression test Multifactors Complex stress state Nonlinear strength criterion
ISSN号1532-3641
DOI10.1061/(ASCE)GM.1943-5622.0001072
英文摘要Prediction of rock mass strength is important for estimating stability in rock engineering projects. In this paper, a novel strength criterion was proposed to determine the strength of a jointed rock mass subjected to a complex stress state. First, a series of tests were carried out on specimens with different joint geometries and under different confining pressures. From these tests, the factors affecting the strength of the jointed rock mass were obtained. The experimental results showed that normalized strength decreases initially and then increases as joint inclination angle increases, and it increases consistently and nonlinearly with increasing normalized confining pressure. Based on the experimental results, an improved nonlinear strength criterion was presented to describe the combined influence of the two aforementioned factors on jointed rock mass strength, and methods for determining the involved parameters were also introduced. Furthermore, multiaxial test data from the literature and biaxial test data from this paper were used to validate the feasibility and reliability of the new criterion. The results showed that the new criterion can predict the strength of jointed rock with high accuracy.
WOS研究方向Engineering
语种英语
WOS记录号WOS:000427090600004
出版者ASCE-AMER SOC CIVIL ENGINEERS
源URL[http://119.78.100.198/handle/2S6PX9GI/4242]  
专题岩土力学所知识全产出_期刊论文
国家重点实验室知识产出_期刊论文
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn ;
2.Wuhan Univ, Sch Civil Engn, Key Lab Safety Geotech & Struct Engn Hubei Prov
推荐引用方式
GB/T 7714
Liu, Xuewei,Liu, Quansheng,Kang, Yongshui,et al. Improved Nonlinear Strength Criterion for Jointed Rock Masses Subject to Complex Stress States[J]. INTERNATIONAL JOURNAL OF GEOMECHANICS,2018,18(3):-.
APA Liu, Xuewei,Liu, Quansheng,Kang, Yongshui,&Pan, Yucong.(2018).Improved Nonlinear Strength Criterion for Jointed Rock Masses Subject to Complex Stress States.INTERNATIONAL JOURNAL OF GEOMECHANICS,18(3),-.
MLA Liu, Xuewei,et al."Improved Nonlinear Strength Criterion for Jointed Rock Masses Subject to Complex Stress States".INTERNATIONAL JOURNAL OF GEOMECHANICS 18.3(2018):-.

入库方式: OAI收割

来源:武汉岩土力学研究所

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