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- W2380858838 abstract "The northeast edge of Wan Hao Li Cheng S1 Engineering is adjacent to Hedong 110 kV Substation of the State Grid,considering the complexity of surrounding environment and the safety and economic of the support engineering,the supporting scheme was computed by using the subsection method and li-zheng deep foundation pit software.The edge of Ⅰ segment pit,which is 2.0 meters away from the substation,is sensitive to soil deformation,the narrow space can not step-slope excavate,and soil nailing wall can not meet the security requirements of the lateral wall,thus,the pile-anchor retaining structure is selected;the surroundings of Ⅱ segment are roads and extensive spaces,the step-slope soil nailing wall supporting structure is adopted.The results show that,the global stability of the pile-anchor retaining segment and various parameters such as anti-overturning and resistant heave;and the parameters like local tensile and internal and external stability of the step-slope soil nailing wall supporting segment all meet the requirements of specifications,the whole design schemes is feasible,reasonable and economic." @default.
- W2380858838 created "2016-06-24" @default.
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- W2380858838 date "2013-01-01" @default.
- W2380858838 modified "2023-09-23" @default.
- W2380858838 title "The scheme design and analysis about the deep foundation pit support of Wan Hao Li Cheng S1 engineering" @default.
- W2380858838 hasPublicationYear "2013" @default.
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