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- W2361980003 abstract "Slide-resistant stability in deep excavation retained by Prestressed Anchor is analysed in order to establish its stability probabilistic calculation formula and supply engineering personnel with calculation basis.Calculation method of slide-resistant stability in deep excavation retained by Prestressed Anchor is introduced.Supposed γ C and as the essential variations,the stability probabilistic calculation formula is established.The program RAPADES,which is used to calculate reliability of deep excavation,is wrote by means of Matlab and on basis of Monte-Carlo method.Combining with a practical project,relax of reliability is 4.32,which meets codes.The calculated result is reasonable and reliable and it may supply engineering personnel with calculation basis." @default.
- W2361980003 created "2016-06-24" @default.
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- W2361980003 date "2009-01-01" @default.
- W2361980003 modified "2023-09-23" @default.
- W2361980003 title "Reliability Analysis for Deep Excavation Retained by Prestressed Anchor Based on Monto-Carlo Method" @default.
- W2361980003 hasPublicationYear "2009" @default.
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