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Abstract
The analysis of 3D slope stability plays an important role for slope engineering. In this work, the boundary element method is presented and applied to analyse the stability of 3D slope with the safety factor. Results of applied problem, which obtained from our BEM3DSLOP program, are compared with those given by classical method showing its confidence, potential and promise in the stability analysis of actual slopes subjected to 3D conditions
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Article Details
Issue: Vol 6 No 1&2 (2003)
Page No.: 56-62
Published: Feb 28, 2003
Section: Article
DOI: https://doi.org/10.32508/stdj.v6i1&2.3306
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Copyright: The Authors. This is an open access article distributed under the terms of the Creative Commons Attribution License CC-BY 4.0., which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
How to Cite
Quang Khanh, D., & Phuoc Hao, L. (2003). APPLYING BOUNDARY ELEMENT METHOD TO NALYSE THE STABILITY OF THREE-DIMENSIONAL (3D) SLOPE. VNUHCM Journal of Science and Technology Development, 6(1&2), 56-62. https://doi.org/https://doi.org/10.32508/stdj.v6i1&2.3306
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