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Economical risk analysis model and intelligent optimization methods study of the soil slope based on the reliability

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成果类型:
期刊论文、会议论文
作者:
Yang, Shi-Jiao;Zeng, Sheng;Yang, Hai-Fei
通讯作者:
Yang, S.-J.
作者机构:
[Yang, Shi-Jiao; Zeng, Sheng; Yang, Hai-Fei] School of Nuclear Resources and Safety Engineering, University of South China, Hengyang, 421001, China
通讯机构:
[Yang, S.-J.] S
School of Nuclear Resources and Safety Engineering, University of South China, China
语种:
英文
关键词:
Economic factors;Highway and road construction;Optimization;Risk management;Slope stability
期刊:
Geotechnical Special Publication
ISSN:
0895-0563
年:
2009
期:
190
页码:
159-165
会议名称:
2009 GeoHunan International Conference - Asphalt Material Characterization, Accelerated Testing, and Highway Management
会议论文集名称:
Asphalt Material Characterization, Accelerated Testing, and Highway Management: Selected Papers from the 2009 GeoHunan International Conference
会议时间:
August 3, 2009 - August 6, 2009
会议地点:
Changsha, Hunan, China
主编:
Lubinda F. Walubita<&wdkj&>Louw du Plessis<&wdkj&>Shin-Che Huang<&wdkj&>Geoffrey S. Simate<&wdkj&>Zhaohui Liu
ISBN:
9780784410424
机构署名:
本校为第一且通讯机构
院系归属:
核资源工程学院
摘要:
The study of modeling and optimization methods of the highway soil slope stability has been carried out based on the reliability theory in this paper, because of the extensive uncertainties of the cost and safety factors in highway slope design. First, considering the overall construction cost and risk cost, using the cost-benefit analysis method, taking the minimum total expected cost as the objective function, using the slope-type and slope-ratio as design variables and the reliability index of the slope stability as the main constraint condi...

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