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- W2392001544 abstract "An empirical discriminate for the optimal embedded depth was proposed through modeling experiments.A case study was conduced in Nanwen gravel-soil landslide of Wentian highway in Yunnan Province.The physical model was based on the analysis of the geological and mechanic conditions,and the simulation of the deformation and failure of piles at different embedded depths under earthquake impact.Then,the relationship between horizontal load and the displacement of the piles was obtained and the discriminate was put forwards for the optimal embedded depth using the transfer coefficient method.The formula could be applied to the design of optimal embedded depth of anti-sliding piles for gravel-soil slopes under different strength conditions,and is helpful for the calculation of optimal embedded depth of anti-sliding piles under earthquake impact." @default.
- W2392001544 created "2016-06-24" @default.
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- W2392001544 date "2012-01-01" @default.
- W2392001544 modified "2023-09-25" @default.
- W2392001544 title "Reasearch on the Embedded Depth of Anti-slide Piles Reinforced Subjected to Earthquake Load" @default.
- W2392001544 hasPublicationYear "2012" @default.
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