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Seismic failure mechanisms for loaded slopes with associated and nonassociated flow rules 被引量:13
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作者 杨小礼 眭志荣 《Journal of Central South University of Technology》 EI 2008年第2期276-279,共4页
Seismic failure mechanisms were investigated for soil slopes subjected to strip load with upper bound method of limit analysis and finite difference method of numerical simulation,considering the influence of associat... Seismic failure mechanisms were investigated for soil slopes subjected to strip load with upper bound method of limit analysis and finite difference method of numerical simulation,considering the influence of associated and nonassociated flow rules.Quasi-static representation of soil inertia effects using a seismic coefficient concept was adopted for seismic failure analysis.Numerical study was conducted to investigate the influences of dilative angle and earthquake on the seismic failure mechanisms for the loaded slope,and the failure mechanisms for different dilation angles were compared.The results show that dilation angle has influences on the seismic failure surfaces,that seismic maximum displacement vector decreases as the dilation angle increases,and that seismic maximum shear strain rate decreases as the dilation angle increases. 展开更多
关键词 EARTHQUAKE seismic failure mechanism soil slope nonassociated flow rule
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An improved multidirectional velocity model for micro-seismic monitoring in rock engineering 被引量:3
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作者 李健 吴顺川 +2 位作者 高永涛 李莉洁 周喻 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第6期2348-2358,共11页
An improved multidirectional velocity model was proposed for more accurately locating micro-seismic events in rock engineering. It was assumed that the stress wave propagation velocities from a micro-seismic source to... An improved multidirectional velocity model was proposed for more accurately locating micro-seismic events in rock engineering. It was assumed that the stress wave propagation velocities from a micro-seismic source to three nearest monitoring sensors in a sensor's array arrangement were the same. Since the defined objective function does not require pre-measurement of the stress wave propagation velocity in the field, errors from the velocity measurement can be avoided in comparison to three traditional velocity models. By analyzing 24 different cases, the proposed multidirectional velocity model iterated by the Simplex method is found to be the best option no matter the source is within the region of the sensor's array or not. The proposed model and the adopted iterative algorithm are verified by field data and it is concluded that it can significantly reduce the error of the estimated source location. 展开更多
关键词 multidirectional velocity model micro-seismic event Simplex method rock engineering field measurement error estimation
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