The Detection and Analysis of Reservoir Dam Crack Depth and Grouting Quality Analysis

被引:1
作者
Zhang, Jinyang [1 ]
Gao, Xiu [1 ]
机构
[1] Anhui & Huai River Water Resources Res Inst, Bengbu 233000, Anhui, Peoples R China
来源
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5 | 2012年 / 204-208卷
关键词
dam crack; method of cross-hole sonic logging; wave amplitude; PSD curve;
D O I
10.4028/www.scientific.net/AMM.204-208.3329
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Ultrasonic method is a considerably mature method to test the defects of concrete. As for a certain dam deep crack with merely one test surface, the operations can be done such as drilling holes on both crack sides, filling clean water as coupling agent and finally the crack depth is tested with cross-hole sonic logging, subsequently, the data processing and depth judgment with the test principle of the said method. The result manifests that before grouting treatment, the measured dam crack depth is 1.2 similar to 9.0m, and the tested point wave shape has not been obviously abnormal and the criterions of wave amplitude and wave speed against the intact local concrete remain no greater differences and the cracks grout in the tested zone are generally solid after the grouting.
引用
收藏
页码:3329 / 3332
页数:4
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