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- W2320512231 abstract "The changing characteristics of shear strength parameters of red clay were analysed to consider the impact of stress path on soil strength by a true triaxial experiment which simulated the excavation process of a deep foundation pit. The methods were proposed to determine the reduction factors applicable to the soil strength and calculate the safety factors; the safety factors at difierent excavation depths were then back-calculated. This provided a more e‐cient way to assess the stability of deep foundations and to determine safe depths of excavation." @default.
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- W2320512231 date "2014-08-10" @default.
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- W2320512231 title "An Improved Calculation Method for the Factor of Safety and Its Application to the Stability Analysis of Deep Foundation Pits in Red Clay" @default.
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- W2320512231 doi "https://doi.org/10.12733/jics20104269" @default.
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