Engineering properties of quartz mica schist
Zhang, Xiao-Ping1,2,3; Wong, Louis Ngai Yuen2; Wang, Si-Jing3; Han, Geng-You3
刊名ENGINEERING GEOLOGY
2011-08-10
卷号121期号:3-4页码:135-149
关键词Quartz Mica Schist Schistose Planes Anisotropy Unloading Test Uniaxial Creep Test
ISSN号0013-7952
DOI10.1016/j.enggeo.2011.04.020
文献子类Article
英文摘要Quartz mica schist, which is a highly anisotropic metamorphic rock, usually presents a geotechnical challenge in construction projects. To ensure a safe and economical design, a comprehensive in situ and laboratory investigation scheme is necessary for projects to be built in quartz mica schist. In this study, such a comprehensive laboratory study of the engineering behavior of quartz mica schist has been carried out. The P-wave velocity tests, tensile and uniaxial compressive strength tests, and creep deformation tests conducted on specimens with differently oriented schistose planes all reveal the strong anisotropic characters of the rock. The relevant crack-initiation stress and crack-damage stress analysis in uniaxial compression test, which has not been previously applied to studying schistose rock, has been performed in the present study. When loading is parallel to schistose planes, crack initiation stress and crack damage stress are lower than those in other loading directions. As the compressive loading is applied parallel to schistose planes, local tensile stresses are preferentially induced normal to the relatively weak schistose planes. Cracks are thus easier to develop than in any other loading directions. Since schistose plane orientation is one of the key factors to control the formation of macro-cracks and hence failures of unloading test specimens, these engineering geological characters should be taken into consideration in engineering design. (C) 2011 Elsevier B.V. All rights reserved.
WOS关键词MECHANICAL-PROPERTIES ; COMPRESSIVE STRENGTH ; CRACK COALESCENCE ; ACOUSTIC-EMISSION ; SHEAR-STRENGTH ; BONNET GRANITE ; MOLDED GYPSUM ; ROCKS ; BEHAVIOR ; FRACTURE
WOS研究方向Engineering ; Geology
语种英语
出版者ELSEVIER SCIENCE BV
WOS记录号WOS:000295182600004
资助机构State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences(Z110808) ; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences(Z110808) ; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences(Z110808) ; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences(Z110808) ; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences(Z110808) ; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences(Z110808) ; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences(Z110808) ; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences(Z110808)
内容类型期刊论文
源URL[http://ir.iggcas.ac.cn/handle/132A11/73588]  
专题中国科学院地质与地球物理研究所
通讯作者Wong, Louis Ngai Yuen
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
2.Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
3.Chinese Acad Sci, Inst Geol & Geophys, Key Lab Engn Geomech, Beijing 100029, Peoples R China
推荐引用方式
GB/T 7714
Zhang, Xiao-Ping,Wong, Louis Ngai Yuen,Wang, Si-Jing,et al. Engineering properties of quartz mica schist[J]. ENGINEERING GEOLOGY,2011,121(3-4):135-149.
APA Zhang, Xiao-Ping,Wong, Louis Ngai Yuen,Wang, Si-Jing,&Han, Geng-You.(2011).Engineering properties of quartz mica schist.ENGINEERING GEOLOGY,121(3-4),135-149.
MLA Zhang, Xiao-Ping,et al."Engineering properties of quartz mica schist".ENGINEERING GEOLOGY 121.3-4(2011):135-149.
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