Abstract
A great proportion of slopes are located on the bedrock, and the excavation at the slope toe often induces the slope failure. In this paper, centrifuge model tests were performed to investigate the excavation-induced failure of soil slopes overlying the bedrocks. The slope failure mode could be categorized to two types: sliding along the bedrock or failing inside the soil. The slopes underwent significant progressive failure process, and the failure mechanism could be described with a significant coupling of deformation localization and failure. The bedrock shape influenced the deformation localization and induced different failure morphology.
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References
Viswanadham, B.V.S., Rajesh, S.: Centrifuge model tests on clay based engineered barriers subjected to differential settlements. Apply Clay Sci. 42(3–4), 460–472 (2009)
Zhang, G., Hu, Y., Wang, L.P.: Behaviour and mechanism of failure process of soil slopes. Environ. Earth Sci. 73(4), 1701–1713 (2015)
Zornberg, J.G., Sitar, N., Mitchell, J.K.: Performance of geosynthetic reinforced slopes at failure. J. Geotech. Geoenviron. Eng. 124(8), 670–683 (1998)
Wang, L.P., Zhang, G.: Progressive failure behavior of pile-reinforced clay slopes under surface load conditions. Environ. Earth Sci. 71(12), 5007–5016 (2014)
Stark, T.D., Arellano, W.D., Hillman, R.P., Hughes, R.M., Joyal, N., Hillebrandt, D.: Effect of toe excavation on a deep bedrock landslide. J. Perform. Constructed Facil. 19(3), 244–255 (2005)
Zhang, G., Hu, Y., Zhang, J.M.: New image analysis-based displacement-measurement system for geotechnical centrifuge modeling tests. Measurement 42(1), 87–96 (2009)
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Zhao, Y., Zhang, G. (2018). Centrifuge Model Test on Excavation-Induced Failure of Soil Slopes Overlying Bedrock. In: Wu, W., Yu, HS. (eds) Proceedings of China-Europe Conference on Geotechnical Engineering. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-319-97115-5_147
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DOI: https://doi.org/10.1007/978-3-319-97115-5_147
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