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反倾向岩质高边坡渗流数值模拟

Numerical Simulation on seepage in Reversed-dip High Slopes

中文摘要英文摘要

本文从反倾向岩质高边坡的渗流特征和渗流普遍规律出发,根据渗流力学知识,建立数学模型,通过渗流数值模拟计算分析了渗透压力、水头变化规律以及对岩质边坡稳定性的影响。

From seepage characteristic and seepage law, the mathematical model is founded according to Seepage Mechanics. The seepage problems were discussed by using the finite-element numerical modeling. The computer program was made on the basis of theropy study of finite-element. As the result, the aim of the study of seepage numerical modeling was achieved. The relative conclusions were made according to the result of the numerical modeling. The seepage pressure analysis, the law of groundwater permeability and the effects of the stability analysis of bank slopes were taken at the same time.

江峰、卢正

水利工程基础科学水工勘测、水工设计

反倾向岩质高边坡,渗流,数学模型,数值模拟

High slopes Permeability Nurmerical simulation Stability analysis

江峰,卢正.反倾向岩质高边坡渗流数值模拟[EB/OL].(2004-05-25)[2025-08-18].http://www.paper.edu.cn/releasepaper/content/200405-92.点此复制

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