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相邻深基坑施工支护方案优选
沈海云,朱雪欣
青岛理工大学,266520,山东青岛
OPTIMIZATION OF SUPPORTING SCHEME FOR SIMULTANEOUS CONSTRUCTION OF DEEP FOUNDATION PIT
SHEN Hai-yun, ZHU Xue-xin
Qingdao University of Technology, 266520, Qingdao, Shandong, China
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摘要 针对相邻深基坑施工技术复杂性,采用基于熵–shapley值组合赋权的多级模糊综合评价方法对方案进行评价。首先建立包括经济性、安全性、环保性及信息化为主的一级指标及与之对应的13个二级指标的综合评价指标体系;其次采用熵值法和非可加测度的shapley值分别确定定量和定性指标权重;最后利用模糊数学理论进行相邻深基坑施工支护方案的优选。分析表明,该评价体系全面、合理,评价方法简单可行,提高了决策的可靠性。
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沈海云
朱雪欣
关键词相邻深基坑   支护方案   熵&ndash   shapley值     
Abstract: To give full consideration to the adjacent deep foundation pit and construction technology on the basis of complexity, In this paper, a fuzzy comprehensive evaluation method based on entropy-shapley combination weighting method is used to evaluate the scheme. Firstly, a comprehensive evaluation index system is established, including economic, safety, environmental protection and information based primary indicators and the corresponding two 13 level indicators. Secondly, the author used entropy and Shapley with non-additive measure to determine the weight of quantitative and qualitative index. Lastly, the theory of fuzzy mathematics was used to carry on the optimization of the support scheme when adjacent deep pit excavation. The engineering case analysis shows that the evaluation system is comprehensive and reasonable and the evaluation method is simple and feasible. It improves the reliability of decision making.
Key wordsadjacent deep foundation pit   supporting scheme   entropy-shapley value   
引用本文:   
沈海云,朱雪欣. 相邻深基坑施工支护方案优选[J]. 建筑技术, 2017, 48(3): 285-.
SHEN Hai-yun,ZHU Xue-xin. OPTIMIZATION OF SUPPORTING SCHEME FOR SIMULTANEOUS CONSTRUCTION OF DEEP FOUNDATION PIT[J]. Architecture Technology, 2017, 48(3): 285-.
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http://www.jzjs.com/CN/     或     http://www.jzjs.com/CN/Y2017/V48/I3/285
 
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[1] 王友国,王秀代. 基于Gray-Shapley的大型工程项目施工安全风险评价研究[J]. 建筑技术, 2017, 48(3): 289-.
[2] 徐至钧,王曙光,陈 静. 减少深基坑支护事故发生的经验和措施[J]. 建筑工人, 2011, 42(03): 253-258.
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