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《JOURNAL OF NORTHERN JIAOTONG UNIVERSITY》 1998-04
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Identification of Rheological Constitutive Model of Rock Mass and Its Application

Liu Baoguo (College of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044) Sun Jun (Department of Geotechnical Engineering, Tongji University, Shanghai 200092)  
With the initial ground stress and excavation of adit with specific shape as known input and the displacement measurements of the adit periphery at different points and different time as known output, the theory and method of rheological constitutive model of rock mass were built by using least square method and optimum technology again and again. The calculating program was compiled. The rheological constitutive model of any underground engineering rock mass with rheological property can be determined conveniently by using the present method.
【CateGory Index】: TU452
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10 DU Xing-long1,JI Dong-li2,DU Shu2(1.Xiaolangdi Water Conservancy and Hydroelectric Engineering Corporation,Luoyang 454681,Henan Province,China;2.Yellow River Surveying,Planning and Design Co.,Ltd,Zhengzhou 450008,China);Utilizing Modern Rock Mechanical Model to Analyze the Derivation Tunnel of the Xigou Power Plant with ANSYS[J];中国农村水利水电;2010-04
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6 DONG Longjun,LI Xibing,TANG Lizhong,GONG Fengqiang(School of Resources and Safety Engineering,Central South University,Changsha,Hunan 410083,China);MATHEMATICAL FUNCTIONS AND PARAMETERS FOR MICROSEISMIC SOURCE LOCATION WITHOUT PRE-MEASURING SPEED[J];岩石力学与工程学报;2011-10
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