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- W2364768021 abstract "Aiming at the composite support structures-row-piles and slanting braces adopted for the deep excavation of Henglong Plaza,the elastic foundation beam finite element and Sweden Slice Method are used for unit and overall calculation and analysis.The distribution law of displacement and stress of the supporting piles and braces as well as the overall security and stability factor of the pit are analyzed,and compared with the monitoring data.The analyzed results agree well with the measured data and the design of foundation support is effectively validated safe and reliable and is valuable to similar foundation pit project." @default.
- W2364768021 created "2016-06-24" @default.
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- W2364768021 date "2010-01-01" @default.
- W2364768021 modified "2023-09-26" @default.
- W2364768021 title "Monitoring analysis and stability evaluation of deep foundation pit excavation of high structure" @default.
- W2364768021 hasPublicationYear "2010" @default.
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