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- W2357852020 abstract "According to the soil slope stability analysis based on simplified Bishop slice method,with the assumption that the sliding mode of the sheet pile wall with relieving platform was overall sliding and the overall sliding surface was the circular arc surface through the bottom of the pile foundation,the numerical integral formula of the overall sliding stability coefficient of the sheet pile wall with relieving platform was deduced.The program was compiled by Matlab in order to calculate the overall sliding stability coefficient of the sheet pile wall with relieving platform with high precision Quadl integral function.Taking a 14.0 m height slope for example,the sheet pile wall with relieving platform was used as its supporting structure,and the overall sliding stability coefficient was calculated.Both the calculation and monitoring results show that the stability of the sheet pile wall with relieving platform is very good without considering its overturning stability.This method can be used for the checking calculation of the overall stability of the sheet pile wall with relieving platform." @default.
- W2357852020 created "2016-06-24" @default.
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- W2357852020 date "2013-01-01" @default.
- W2357852020 modified "2023-09-28" @default.
- W2357852020 title "Calculation Method for Overall Sliding Stability Coefficient of Sheet Pile Wall with Relieving Platform" @default.
- W2357852020 hasPublicationYear "2013" @default.
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