| 增城水库坝基渗流条件分析 |
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| 引用本文： | 刘海宁,王四巍,黄冠强.增城水库坝基渗流条件分析[J].黄河水利职业技术学院学报,2009,21(2):4-6. |
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| 作者姓名： | 刘海宁 王四巍 黄冠强 |
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| 作者单位： | 1. 华北水利水电学院岩土工程与水工结构研究所,河南,郑州,450011
2. 增城市水利水电建设管理中心,广东,增城,511300 |
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| 摘 要： | 通过对增城水库坝基地质条件和坝体材料的分析，认为水库坝体土质密度不均匀，干密度偏低，渗透性强，可能存在渗透稳定问题；坝基局部沙层埋藏较浅，坝基有强透水沙层连通，存在渗透破坏可能，建议进行渗透稳定分析和防渗加固措施研究。
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| 关 键 词： | 增城水库 地质条件 渗透试验 渗透破坏 |
Analysis on Seepage Condition of Reservoir Dam Foundation of Zengcheng City |
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| LIU Hai-ning,WANG Si-wei,HUANG Guan-qiang.Analysis on Seepage Condition of Reservoir Dam Foundation of Zengcheng City[J].Journal of Yellow River Conservancy Technical Institute,2009,21(2):4-6. |
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| Authors: | LIU Hai-ning WANG Si-wei HUANG Guan-qiang |
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| Affiliation: | 1.North China University of Water Conservancy and Electric Power;Zhengzhou 450011;Henan;China;2.Water Conservancy and Electric Power Management Centre of Zengcheng City;Zengcheng 511300;Shandong;China |
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| Abstract: | By analyzing the reservoir dam foundation geological condition and dam body material of Zengcheng city,this paper states that the reservoir dam body soil density is uneven,the dry density is low,the permeability is strong.The dam body maybe exist permeability stability problem.Partial soil layer of dam foundation is buried shallowly.Because of being connected by the strong permeability soil layer,the dam foundation exists the possibility of seepage destroy.It is suggested to analyze the permeability stabili... |
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| Keywords: | reservoir of Zengcheng city geological condition permeability experiment permeability destroy |
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