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- W3190486779 abstract "This study focuses on the stability of unsupported vertical cuts in unsaturated soil. For this, a series of numerical analyses were carried out to estimate the stability of unsupported vertical cuts excavated in an unsaturated glacial till considering three possible practical scenarios: (1) excavation time, (2) depth and location of a tension crack, and (3) rainfall infiltration into a tension crack. The results showed that the influence of excavation time and rainfall infiltration into a tension crack may not be significant if an unsupported vertical cut is made with a certain safety margin (i.e., safe height). A tension crack did not affect the overall safety of an unsupported vertical cut in a case where the location and depth of the tension crack are within 30% and 20% of safe height, respectively. The proposed approaches were then applied to the deep unsupported vertical cut made into a clay (9.75 m; Kwan 1971) for the validation. The failure in the vertical cut was initiated due to the development of a tension crack, which matched the numerical analyses results obtained extending both effective and total stress approaches considering the influence of matric suction." @default.
- W3190486779 created "2021-08-16" @default.
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- W3190486779 date "2021-10-01" @default.
- W3190486779 modified "2023-09-25" @default.
- W3190486779 title "Influence of Excavation Time, Tension Crack, and Rainfall on the Stability of Unsupported Vertical Cuts in Unsaturated Soil" @default.
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- W3190486779 doi "https://doi.org/10.1061/(asce)gm.1943-5622.0002160" @default.
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