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小河口水库工程地质问题分析及处理措施
引用本文:周瑞馨.小河口水库工程地质问题分析及处理措施[J].中国水利,2010(16):52-54.
作者姓名:周瑞馨
作者单位:山西省临汾市水利勘测设计院,041000,临汾
摘    要:小河口水库始建于1959年,大坝为水中倒土均质碾压坝,现坝高41m。经过多年运行,水库出现了渗漏、不均匀沉陷、坝体裂缝等一些工程地质问题,直接影响水库的安全运行。通过对小河口水库地质问题进行分析研究,对工程处理措施进行了阐述。

关 键 词:工程地质  工程措施  劈裂灌浆

Xiaohekou Reservior engineering geological problem analysis and its treatment measures
Zhou Ruixin.Xiaohekou Reservior engineering geological problem analysis and its treatment measures[J].China Water Resources,2010(16):52-54.
Authors:Zhou Ruixin
Affiliation:Zhou Ruixin
Abstract:Xiaohekou Reservior began to be built in 1959, with a dam height 41m. There are some engineering geological problems that impact the safe operation of the reservoir, such as leakage, uneven sink, and dam crack. Based on the analysis on the engineering geological problems, some treating measures are explained.
Keywords:engineering geology  engineering measures  fracturing grouting
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