基于不稳定块体失效概率的开挖面稳定性分析

基于团队开发的空间网络模型,利用一般块体理论进行块体分析,可以得到开挖面上不稳定块体的安全系数、体积及其棱长.利用棱长和迹长推出块体生成概率,并与安全系数一起求出块体失效概率.然后将失效概率大于失效标准的块体定为失效块体,并提出将开挖面上失效块体体积占所有不稳定块体体积的比例作为评价开挖面稳定性的指标,从而提出基于不稳定块体失效概率的开挖面稳定性分析方法.基于一个实际边坡工程,利用上述方法对其进行开挖面稳定性分析....

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Bibliographic Details
Published in东北大学学报（自然科学版） Vol. 37; no. 4; pp. 568 - 571
Main Author 王存根 王述红 穆檄江 昝世明
Format Journal Article
LanguageChinese
Published 东北大学资源与土木工程学院,辽宁沈阳,110819%中国南方航空股份有限公司北方分公司,辽宁沈阳,110004 2016
Subjects
不稳定块体
失效概率
开挖面
稳定性
结构面
unstable block
稳定性
失效概率
结构面
structural plane
failure probability
excavation surface
开挖面
stability
不稳定块体
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ISSN1005-3026
DOI10.3969/j.issn.1005-3026.2016.04.024

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Summary:基于团队开发的空间网络模型,利用一般块体理论进行块体分析,可以得到开挖面上不稳定块体的安全系数、体积及其棱长.利用棱长和迹长推出块体生成概率,并与安全系数一起求出块体失效概率.然后将失效概率大于失效标准的块体定为失效块体,并提出将开挖面上失效块体体积占所有不稳定块体体积的比例作为评价开挖面稳定性的指标,从而提出基于不稳定块体失效概率的开挖面稳定性分析方法.基于一个实际边坡工程,利用上述方法对其进行开挖面稳定性分析.
Bibliography:Based on the spatial network model developed by our team,the general theory of block was used for block analysis,the safety factor,the volume and the edge length of unstable blocks in the excavation surface were obtained. The block generation probability can be first determined by the edge length and the trace length,then the block failure probability was calculated by the block generation probability and the safety factor. The failure block was identified when the failure probability of block is greater than the standard value. The ratio of the failure volume of rock blocks to the unstable volume of rock blocks was used as an evaluation index on the excavation surface stability,and a stability analysis method of the excavation surface was proposed on the basis of the unstable blocks failure probability. An example was given to evaluate the stability of the excavation surface based on this method.
21-1344/T
unstable block; failure probability; excavation surface; stability; structural plane
WANG Cun-gen;WANG Shu
ISSN:1005-3026
DOI:10.3969/j.issn.1005-3026.2016.04.024