Evaluation of Underground Water Level on Slope Performance

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