The Seepage Numerical Simulation of High-Pressure Sway-Sprinkle Reinforced Hongze Lake Embankment

作者：Xuan Mao Peng, Zhi Zhou, Quan Jiang, Shan Gao, Hui Li · 发表于：Advanced materials research · 年份：2014 · DOI：10.4028/www.scientific.net/amr.1030-1032.944 · 被引用次数：1 · 研究领域：Grouting, Rheology, and Soil Mechanics、Geomechanics and Mining Engineering、Soil, Finite Element Methods

The paper uses saturated - unsaturated seepage calculation of FEM, analyzes the seepage numerical of hongze lake dike reinforced by high-pressure Sway-sprinkle technology, provides seepage load for stress and deformation and stability calculation of the dike engineering, evaluates the anti-seepage effect of high-pressure sway-sprinkle cutoff wall. The results show that it reduced invasion of the embankment surface and decreased seepage velocity and flow, high-pressure sway-sprinkle cutoff wall took good effects and greatly improved the overall stability and safety of hongze lake dike.