Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/96122
Title: | Three-dimensional slope stability problem with a surcharge load | Authors: | Cheng, YM Li, N Yang, XQ |
Issue Date: | 2015 | Source: | Natural hazards and earth system sciences, 2015, v. 15, no. 10, p. 2227-2240 | Abstract: | A semi-analytical solution for the three-dimensional stability analysis of the ultimate uniform patched load on top of a slope is developed by the limit analysis using kinematically admissible failure mechanisms. The failure mechanism which is assumed in the analytical solution is verified by three-dimensional strength reduction analyses and laboratory model test. Furthermore, the proposed method and the results are further compared with some published results for illustrating the applicability of the proposed failure mechanism. | Publisher: | Copemicus Gesellschaften | Journal: | Natural hazards and earth system sciences | ISSN: | 1561-8633 | EISSN: | 1684-9981 | DOI: | 10.5194/nhess-15-2227-2015 | Rights: | © Author(s) 2015. This work is distributed under the Creative Commons Attribution 3.0 License (https://creativecommons.org/licenses/by/3.0/). The following publication Cheng, Y. M., Li, N., & Yang, X. Q. (2015). Three-dimensional slope stability problem with a surcharge load. Natural Hazards and Earth System Sciences, 15(10), 2227-2240 is available at https://doi.org/10.5194/nhess-15-2227-2015 |
Appears in Collections: | Journal/Magazine Article |
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nhess-15-2227-2015.pdf | 4.8 MB | Adobe PDF | View/Open |
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