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Evaluation of Underground Water Level on Slope Performance

Abdoullah Namdar

Abstract


The liquefaction could be change due to level and availability of underground water. In this research to understanding slope failure mechanism computerized modeling employed and base on that capability of underground water on slope stability has been evaluated. The result revealed pore water pressure has direct influence on slope factor of safety and types of slope failure. The failure of slope and types of that could predictif accurate slope modeling developed. The essential concept in any soil structure mitigation is proper understanding of failure type

Keywords


Slope Modeling, Pore Water Pressure, Slope Failure

Full Text: PDF

DOI: 10.26265/e-jst.v5i4.652

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