Computational Analysis of the Slope Stability of Flood Prevention and Bank Protection Engineering
The flood prevention and bank protection engineering is the water retaining structure and there are large water head difference between the internal and external river levee. The seepage of river levee will affect the stability of the slope. The stability analysis of soil slope is an important conte...
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Published in | International Journal of Engineering and Technology Vol. 8; no. 2; pp. 137 - 140 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
01.02.2016
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Subjects | |
Online Access | Get full text |
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Summary: | The flood prevention and bank protection engineering is the water retaining structure and there are large water head difference between the internal and external river levee. The seepage of river levee will affect the stability of the slope. The stability analysis of soil slope is an important content of the engineering design of flood prevention. On the basis of the data of geological survey and hydrometeorology, it applied the hydro-meteorological, geological and material parameters, with sweden slice method and the calculation of typical section, the stability calculation results of flood prevention and bank protection were simulated under different working condition, which had great guiding significance for the engineering design of flood prevention and bank protection. |
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Bibliography: | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
ISSN: | 1793-8236 1793-8244 |
DOI: | 10.7763/IJET.2016.V6.873 |