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基于决策树模型的抗滑桩破坏概率
Alternative TitleFailure probability of anti-slide pile based on decision tree method
乔建平1,2; 黄栋1,2; 李倩倩1,2,3
Corresponding Author乔建平
2014
Source Publication中国地质灾害与防治学报
ISSN1003-8035
Volume25Issue:4Pages:6-10
Other Abstract 本文以抗滑桩桩顶位移变形和滑坡地表变形为研究目标,采用决策树模型分别构成抗滑桩桩顶设计位移量、实测位移量、滑坡地表破坏概率的三个决策方案枝,以及抗滑桩破坏概率分析决策终结点的决策树概率分析模型。从而建立了一种分析抗滑桩可靠性的判断方法。该方法的特点是将桩顶位移变形特点与滑坡地表宏观变形现象相结合,对抗滑桩的可靠性作出综合判断,其结果更具合理性。 
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In order to research the displacement of the top of the anti-stide pile and surface deformation of the landslide,this paper introduces decision tree method to build three Decision-making plan branches including designer displacement of the anti-slide pile,the measured displacement,the failure probability of the andslide surface and the probability analysis model of decision tree including decision-making endpoints analyzed by failure probability of anti-slide pile. As a result.,a judgment method to analyze the reliability of anti-slide pile is found. Its specialties are using the deformation features of the top of the anti-slide plie combined with visible deformation phenomenon to estimate the reliability of anti-slide pile synthetically. And its result is more reasonable.

Keyword决策树 抗滑桩 可靠性
Indexed ByCSCD
Language中文
CSCD IDCSCD:5319711
Funding Organization973项目 ; 科技部国际合作项目 ; 国家科技支撑计划课题
Citation statistics
Cited Times:2[CSCD]   [CSCD Record]
Document Type期刊论文
Identifierhttp://ir.imde.ac.cn/handle/131551/10015
Collection山地灾害与地表过程重点实验室
Affiliation1.中国科学院地表过程与山地灾害重点实验室
2.中国科学院成都山地灾害与环境研究所
3.中国科学院大学
First Author Affilication中国科学院水利部成都山地灾害与环境研究所
Recommended Citation
GB/T 7714
乔建平,黄栋,李倩倩. 基于决策树模型的抗滑桩破坏概率[J]. 中国地质灾害与防治学报,2014,25(4):6-10.
APA 乔建平,黄栋,&李倩倩.(2014).基于决策树模型的抗滑桩破坏概率.中国地质灾害与防治学报,25(4),6-10.
MLA 乔建平,et al."基于决策树模型的抗滑桩破坏概率".中国地质灾害与防治学报 25.4(2014):6-10.
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