Performance assessment of the complex seepage-control system at the Lu Dila hydropower station in China

Z Xu, Y Liu, J Huang, L Wen, J Chai - International Journal of …, 2019 - ascelibrary.org
Abstract The Lu Dila hydropower station has a complex geologic structure, given that it has a
larger fault scale, exhibits large dam-site orientation changes, and has a more developed …

Numerical simulation and performance assessment of seepage control effect on the fractured surrounding rock of the Wunonglong underground powerhouse

L Wen, Y Li, J Chai - International Journal of Geomechanics, 2020 - ascelibrary.org
Seepage control is a key technical problem in large-scale underground cavern engineering,
and seepage analysis plays an important role in realizing engineering optimization design …

[引用][C] 岩体裂隙网络非稳定渗流分析与数值模拟

叶祖洋, 姜清辉, 姚池, 周创兵 - 岩土力学, 2013

Performance Assessment and Optimization of Seepage Control System for Wunonglong Underground Powerhouse Cavern System

L Wen, Y Yang, Y Li, B Li - International Journal of Geomechanics, 2024 - ascelibrary.org
The problem of seepage control is faced in the construction of large underground
powerhouse cavern systems. To reduce leakage and improve the permeability stability of …

The unsaturated hydromechanical coupling model of rock slope considering rainfall infiltration using DDA

X Liu, M Xu - Geofluids, 2017 - Wiley Online Library
Water flow and hydromechanical coupling process in fractured rocks is more different from
that in general porous media because of heterogeneous spatial fractures and possible …

A Dimension-Reduced Line-Element Method to Model Unsaturated Seepage Flow in Porous Media

M Li, X Zhang, G Su, C Fan, Q Zhang, L Yi, T Jing - Water, 2023 - mdpi.com
Contrary to the continuum hypothesis, which averages water flow across the entire domain,
including both grains and pores, the line-element model concentrates unsaturated flow in …

基于改进Level-Set 方法的非稳定渗流自由面数值模拟

刘远财, 崔朋飞, 张海容, 赵兰浩 - 水力发电学报, 2023 - slfdxb.cn
含自由面非稳定渗流问题广泛存在于水利工程及岩土工程中, 渗流自由面通常随时间动态变化,
属于动边界问题, 是非稳定渗流研究的重点和难点. 本文在有限元框架内提出基于改进守恒Level …

Investigating the permeability of fractured rock masses and the origin of water in a mine tunnel in Shandong Province, China

J Guo, H Zhao, F Ma, K Li, C Zhao - Water Science and Technology, 2015 - iwaponline.com
The coastal Sanshandao mine is threatened by the overlying Quaternary water and
seawater. Following an introduction to the geology and hydrogeological conditions in the …

Modeling free-surface seepage flow in complicated fractured rock mass using a coupled RPIM-FEM method

W Zhang, B Dai, Z Liu, C Zhou - Transport in Porous Media, 2017 - Springer
The prediction of the free-surface seepage flow behavior in fractured rock mass is of
significance in geotechnical engineering. There are two major issues in solving the seepage …

三维裂隙网络非稳定渗流分析的变分不等式方法

叶祖洋, 姜清辉, 姚池, 周创兵 - 力学学报, 2013 - lxxb.cstam.org.cn
为了求解裂隙岩体有自由面非稳定渗流问题, 将Darcy 定律延拓至整个研究区域,
使得潜在溢出边界条件满足Signorini 型边界条件, 建立了三维裂隙网络非稳定渗流问题的抛物 …