中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Analytical study of hydraulic tunnel in brittle rock masses with strain-softening characteristic

文献类型:期刊论文

作者Kang, Bian; Jian, Liu
刊名DISASTER ADVANCES
出版日期2013
卷号6页码:200-213
关键词brittle rock mass hydraulic tunnel strain-softening brittle-damage variable seepage analytical solution
ISSN号0974-262X
英文摘要In order to describe the strain-softening behavior after peak stress of brittle rock masses, a brittle-damage variable under uniaxial compression status is introduced in analytical solutions. On this basis, the damage variable for brittle rock mass nearby circular tunnel is derived in this paper, when the tunnel is subjected to a hydrostatic stress field. Considering the influence of seepage, analytical solutions of elastoplastic stresses and plastic radii for circular hydraulic tunnel are proposed. Moreover, the direction of first principal stress for surrounding rock nearby circular tunnel is taken into account in the derivation process: The calculation results of example show that after considering brittle damage, the plastic radius will increase to a certain extent compared with elastic-perfectly plastic model; besides, plastic radius will also rise along with growth of brittle extent for rock masses. With consideration of seepage influence, the plastic radius will expand, and elastoplastic stresses are also influenced by a series of seepage parameters. Consequently, it is non-ignorable to consider impacts of brittle characteristic for rock masses and seepage in structural stability analysis of hydraulic tunnel.
WOS研究方向Geology ; Meteorology & Atmospheric Sciences ; Water Resources
语种英语
WOS记录号WOS:000325056000024
出版者DISASTER ADVANCES
源URL[http://119.78.100.198/handle/2S6PX9GI/3510]  
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Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn
推荐引用方式
GB/T 7714
Kang, Bian,Jian, Liu. Analytical study of hydraulic tunnel in brittle rock masses with strain-softening characteristic[J]. DISASTER ADVANCES,2013,6:200-213.
APA Kang, Bian,&Jian, Liu.(2013).Analytical study of hydraulic tunnel in brittle rock masses with strain-softening characteristic.DISASTER ADVANCES,6,200-213.
MLA Kang, Bian,et al."Analytical study of hydraulic tunnel in brittle rock masses with strain-softening characteristic".DISASTER ADVANCES 6(2013):200-213.

入库方式: OAI收割

来源:武汉岩土力学研究所

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