IN-SITU EXPERIMENTS FOR DEEP CURTAIN GROUTING IN 150 M THICK OVERBURDEN DEPOSIT FOR SEEPAGE CONTROL IN HYDROPOWER DAM FOUNDATION AT XIABANDI,XINJIANG PROVINCE

QIN Xinwen; WANG Jibai; SONG Yucai; WANG Genlong

Volume 14 Issue 3

Apr. 2011

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Article Navigation > JOURNAL OF ENGINEERING GEOLOGY > 2006 > 14(3): 419-423

QIN Xinwen, WANG Jibai, SONG Yucai, WANG Genlong. 2006: IN-SITU EXPERIMENTS FOR DEEP CURTAIN GROUTING IN 150 M THICK OVERBURDEN DEPOSIT FOR SEEPAGE CONTROL IN HYDROPOWER DAM FOUNDATION AT XIABANDI,XINJIANG PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 14(3): 419-423.

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IN-SITU EXPERIMENTS FOR DEEP CURTAIN GROUTING IN 150 M THICK OVERBURDEN DEPOSIT FOR SEEPAGE CONTROL IN HYDROPOWER DAM FOUNDATION AT XIABANDI,XINJIANG PROVINCE

1.
Construction and ManagementBureau of Water Hinge Project at Xiabandi in Xinjiang,Kashi 844000;
2.
Foundation Work Comp.Ltd of China GezhoubaGroup Corp.,Yichang 443002;
3.
Key Laboratory of Engineering Geomechanics,Chinese Academy of Sciences,Beijing 100029

Received Date: 2006-01-11
Rev Recd Date: 2006-02-26
Publish Date: 2006-05-22

Abstract

Abstract

The dam foundation of Xiabandi Hydro-junctionin Xinjiang,which is about 147.95m thick,is a typical deep-thick overburden deposit.Its mainly composed of glacio-fluvial deposit layers,alluvial-diluvial soil and gravel,soil lens.The structure is very complicated.In order to find a a appropriate construction technology of curtain grouting to prevent dam foundation seepage,a specific in-situ test process related to deep overburden of dam foundation was carried out.Through the experiment,the grout materal,mixture proportion,construction measures and parameter have been analyzed in detail.
- Xinjiang,
- Curtain grouting,
- In situ Experiment,
- Dam

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References(1)

References

[1] 黄小宁,杨锋.坝基防渗帷幕灌浆室内试验分析
[J].水利与建筑工程学报.2004,2(4)?38~40.H uang X iaon ing,Y ang Feng.Expermi ent analysis of cu rtain grout ing for seepage con trol of d am foundat ion in laboratory tes.tJour ofW aterR esources and A rch itectural Engin eering,2004,2(4)38~40.

[2] 邢定家.深厚覆盖层渗透系数三种测定方法的对比分析
[J].水文地质工程地质,2004,32(2)?88~89. ing D ing jia.Contrast and analyses of th ree w ays used to determ in e the coefficien t of p erm eabi lity of a th ick and deep cover--exem pl if ied by a th ick and deep cover in the X iaband i reservoirdam s ite in X in jiang.H ydrolog ical and E ngineering G eology,2004,32(2)?88~89.

[3] 韩军,黄下宁.新疆下坂地水利枢纽工程坝基深厚覆盖层防渗措施试验研究
[J],.水利水电技术,2005,36(7)?64~66.H an Jun,Hu ang X iaon ing.R esrarch on an ti-seepages m easu resfor deep overbu rden in dam foundat ion of X iab and i w ater contro lpro ject.W ater R esou rces and H ydropow erEngineering,2005,36(7)64~66.

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