In the aim of tackling technical difficulties in anti-seepage and reinforcement of complex unfavorable geological bodies under water head above 200 m, CW high performance epoxy resin grouting materials of high strength, high permeability, high adhesion, large-range adjustable operation time and environmental friendliness, have been prepared. Moreover, elaborated cement-chemical compound grouting control process and equipment for different grouting bodies and conditions have also been developed. A complete set of treatment technology for unfavorable geological bodies under high water head has been constructed. The technology has been successfully applied to Xiluodu, Xiangjiaba, Qingyuan pumped storage and other water conservancy and hydropower projects, and can also be applied to transportation, mining and other industries, implying broad application prospects.
Key words
epoxy resin grouting materials /
high water head /
unfavorable geological bodies /
interlayer and internal staggered zone /
fracture zone /
alteration zone /
anti-seepage and reinforcement
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References
[1] 贺如平. 溪洛渡水电站坝区岩体层间层内错动带现场渗透及渗透变形特性研究[J]. 水电站设计, 2003, 19(2): 90-92.
[2] 兰昌义. 白鹤滩水电站坝区层间层内错动带成因及工程性状研究[D]. 成都: 成都理工大学, 2009.
[3] 冯树荣, 蒋中明, 钟辉亚, 等. 向家坝水电站左岸坝基挤压破碎带变形特性试验研究[J]. 岩土力学, 2015, 36 (增2): 539-544.
[4] 刘恋嘉. 叶巴滩水电站坝址区“砂糖状”挤压破碎带蚀变矿物岩石学特征及成因分析[D]. 成都: 成都理工大学, 2017.
[5] 廖建强. 广州抽水蓄能电站地下洞室区蚀变岩的工程处理[J]. 岩土工程界, 2002,(9): 48-50.
[6] 施华堂, 徐年丰, 李洪斌, 等. 丹江口大坝高水头帷幕补强灌浆技术研究[J].人民长江, 2012, 43(17): 10-14.
[7] 魏 涛, 李 珍, 邵晓妹, 等. 新型低粘度无糠醛化学灌浆材料的研制[C]∥中国水利学会化学灌浆分会第十三次全国化学灌浆学术交流会论文集.北京:中国水利水电出版社,2010:28-31.
[8] 汪在芹, 魏 涛, 李 珍, 等. CW系环氧树脂化学灌浆材料的研究及应用[J]. 长江科学院院报, 2011, 28(10): 167-170.
[9] 魏 涛, 张 健. 金沙江溪洛渡水电站AGR1灌浆平洞岩体渗水处理[J]. 中国建筑防水, 2013,(20): 15-18.
[10]魏 涛, 张 健, 陈 亮, 等. 向家坝水电站挠曲核部破碎带水泥-环氧树脂复合灌浆试验研究[J]. 长江科学院院报, 2015, 32(7): 105-108.
[11]李 珍, 魏 涛, 柏国奈, 等. 步进电机驱动化学灌浆泵: 中国, CN 200920268591.5[P]. 2010-07-14.
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