Centrifuge Model Test Study on the Mutual Effect of Water Level Variation and Excavation on the Deformation and Failure of Slopes
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-2082-1.pdf
Reference30 articles.
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3. Deng B, Yang MH (2021) Bearing capacity analysis of submerged slopes subjected to water drawdown based on a nonassociated flow rule and nonlinear failure criteria. Bulletin of Engineering Geology and the Environment 80(2):835–850, DOI: https://doi.org/10.1007/s10064-020-01975-9
4. Fang K, Miao MH, Tang HM, Dong A, Jia SX, An PJ, Zhang BC, Tu JM (2022) Model test on deformation and failure behaviour of arching-type slope under excavation condition. Engineering Geology 302, DOI: https://doi.org/10.1016/j.enggeo.2022.106628
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1. Centrifuge Model Test Study of Structuralized Cemented Slopes under Excavation Conditions;International Journal of Geomechanics;2024-03
2. Special Case on Landslide in Balikpapan, Indonesia Viewed from Crack Soil Approach;KSCE Journal of Civil Engineering;2024-02-28
3. Study on slope stability under excavation and water storage based on physical model tests;Frontiers in Earth Science;2023-11-03
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