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《Journal of Engineering Geology》 2012-01
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NUMERICAL ANALYSIS ON STABILITY OF SLOPES SUPPORTED WITH BOLTS UNDER EARTHQUAKE

PENG Ningbo① YAN Zhixin① LIU Zizhen①② CAI Hancheng①(①School of Civil Engineering and Mechanics,Lanzhou University,Key Laboratory of Mechanics on Disaster and Environment in Western China,Lanzhou 730000)(②School of Civil Engineering and Architecture,Taizhou University,Taizhou 318000)  
Slope failure is a major type of geological hazard induced by earthquake.Combining with the engineering project,a numerical simulation model of soil slope is established with the FLAC3D program.The paper examines and compares the plastic zone,horizontal displacement and the fracture surface of slope whether supported with bolts or not under static state,and the axial force of bolts,the plastic zone,horizontal displacement and plastic state of slope whether supported with bolts or not under stability of the slope with and without bolts at different time under static state and earthquake.It distinguishes the stability of slopes and discusses the failure mechanism of slopes.It is shown that,the bolts for slope have very good supporting role.Bolts in supporting role plays the role mainly by pulling force,and along with the increase of elevation and the decreases of axial force.Slope with or without bolts under earthquake can be damaged in different ways.Research results can be the reference frame for the design of slopes supported with bolts under earthquake.
【Fund】: 高等学校博士学科点专项科研基金资助课题(20090211110016);; 云南省交通厅科技项目(云交科2010(A)06-b)
【CateGory Index】: TU435
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