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| Content Provider | IEEE Xplore Digital Library |
|---|---|
| Author | Wu Ding-hong Quan-min Xie Du Ying |
| Copyright Year | 2011 |
| Description | Author affiliation: Survey and Design Institute, Three Gorges University, Yichang city, China (Wu Ding-hong; Du Ying) || School of Civil Engineering & Architecture, Wuhan University of Technology, China (Quan-min Xie) |
| Abstract | Based on analysis of Sanlihua talus slope formation mechanism in Yi-ba expressway, three-dimensional simulation model of the talus slope is established by $FLAC^{3D}$ in the paper. And then, considering on the load combination of natural self-weight, rainfall, earthquakes, human activities and so forth, the paper not only simulates the deformation and failure mechanism of the talus slope in different working conditions, but also analyses and evaluates its stability. It turns out to be that, the results are significant to improve road construction in talus region. |
| Starting Page | 4155 |
| Ending Page | 4158 |
| File Size | 336149 |
| Page Count | 4 |
| File Format | |
| ISBN | 9781457705359 |
| e-ISBN | 9781457705366 |
| DOI | 10.1109/AIMSEC.2011.6010096 |
| Language | English |
| Publisher | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Publisher Date | 2011-08-08 |
| Publisher Place | China |
| Access Restriction | Subscribed |
| Rights Holder | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Subject Keyword | Solid modeling Loading Earthquakes Soil Rocks Stability analysis Three-dimensional numerical simulation Stability evaluation Talus slope Numerical stability |
| Content Type | Text |
| Resource Type | Article |
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