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- W3203335585 abstract "This paper presents a numerical model of the influence of deep excavation on the behavior of a model of basement wall adjacent to an unsupported excavation. The examined wall has wall1 that has completely faced excavation. The normal, shear, bending, and vertical and lateral displacements of walls have been examined. The finite element modeling by PLAXIS 3D has been adopted to investigate the problem. The soil strata studied is 25 m deep. The nearby excavation has a 1.0 m excavation width. The results show that as the excavation depth is equal to wall depth, the lateral displacement and the bending moment are reduced and zero along with wall depth. At the excavation depth of more than 2.0 m, the lateral wall displacement Ux increases but in the reverse direction (towards excavation). The increasing ratio of lateral displacement is 10 times before the excavation at the wall head as the excavation depth is 6.0 m. The soil collapses, and the failure happens at 7.0 m depth of excavation. At these stages, the calculation is not completed, and the expected results are probably more than obtained values." @default.
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- W3203335585 date "2021-09-01" @default.
- W3203335585 modified "2023-09-26" @default.
- W3203335585 title "Numerical Analysis of the Basement Wall Behaviour nearby Unsupported Deep Excavation" @default.
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- W3203335585 doi "https://doi.org/10.1088/1755-1315/856/1/012054" @default.
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