FUZZY RISK ANALYSIS FOR INFLUENCE OF DEEP FOUNDATION PIT EXCAVATION ON SURROUNDING ENVIRONMENT
ZHANG Chi1，HUANG Guanglong1，LI Juan2
(1. College of Transportation Science and Engineering，Nanjing University of Technology，Nanjing，Jiangsu 210009，China；
2. Changzhou Kangjian Construction Co.，Ltd.，Changzhou，Jiangsu 213022，China)
摘要Based on fuzzy mathematics theory，a risk analysis model was established for the influence of deep excavation construction on surrounding environment. By using this model，reasonable risk loss evaluation index，risk grade division and risk loss formula were proposed through analytical and quantitative analysis of a concrete project example. After studying the evaluation index and relative weight of building damage，pavement damage and underground pipeline damage around the deep excavation，risk analysis and assessment of the influence on surrounding environment caused by excavation of foundation pit were achieved. The analysis and assessment is conducted through the membership degree which is given from the membership function structured for each evaluation factor. Then through the comprehensive risk evaluation，risk level can be finally determined. This result based on project example can be used as a reference for engineering decision-making.
Abstract：Based on fuzzy mathematics theory，a risk analysis model was established for the influence of deep excavation construction on surrounding environment. By using this model，reasonable risk loss evaluation index，risk grade division and risk loss formula were proposed through analytical and quantitative analysis of a concrete project example. After studying the evaluation index and relative weight of building damage，pavement damage and underground pipeline damage around the deep excavation，risk analysis and assessment of the influence on surrounding environment caused by excavation of foundation pit were achieved. The analysis and assessment is conducted through the membership degree which is given from the membership function structured for each evaluation factor. Then through the comprehensive risk evaluation，risk level can be finally determined. This result based on project example can be used as a reference for engineering decision-making.
侯艳娟，张顶立. 浅埋大跨隧道穿越复杂建筑物安全风险分析及评估[J]. 岩石力学与工程学报，2007，26(增2)：3 718-3 726.(HOU Yanjuan，ZHANG Dingli. Safety risk analysis and assessment of complex buildings in shallow-buried large-span tunnel construction[J]. Chinese Journal of Rock Mechanics and Engineering，2007，26(Supp.2)：3 718-3 726.(in Chinese))
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2013, Vol. 32 
