大坝观测与土工测试
大壩觀測與土工測試
대패관측여토공측시
DAM OBSERVATION AND GEOTECHNICAL TESTS
2001年
1期
23-24,45
,共3页
大坝%断层%影响带
大壩%斷層%影響帶
대패%단층%영향대
观音阁大坝坝基地处石灰岩地区，21号～29号坝段中有3条较大断层。根据该区域地质特点，采取了开挖、混凝土回填、固结灌浆、帷幕灌浆等工程措施，本文结合水库运行5年来的渗流监测情况对处理效果进行了分析。
觀音閣大壩壩基地處石灰巖地區，21號～29號壩段中有3條較大斷層。根據該區域地質特點，採取瞭開挖、混凝土迴填、固結灌漿、帷幕灌漿等工程措施，本文結閤水庫運行5年來的滲流鑑測情況對處理效果進行瞭分析。
관음각대패패기지처석회암지구，21호～29호패단중유3조교대단층。근거해구역지질특점，채취료개알、혼응토회전、고결관장、유막관장등공정조시，본문결합수고운행5년래적삼류감측정황대처리효과진행료분석。
Guanyinge dam is located in a limestone area with three faultscrossing the dam foundation. According to the geologic features of this area, some engineering measures were adopted in the construction stage, including excavation, concrete backfilling, consolidation grouting and curtain grouting. The monitoring data of seepage are analyzed in this paper, and the effect of fault treatment is proved to be successful.
