Application of High Pressure Jet Grouting Technology in the Seepage Control of Earth Dam Reinforcement
2011 ◽
Vol 291-294
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pp. 3259-3263
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Based on the construction practice of strengthening dam foundation and cross-strait dam end (0+149~0+330) high pressure jet grouting impervious wall of an earth dam, this paper expounds the construction equipment, technological process, construction parameters and construction method of high pressure jet grouting impervious wall construction. By analyzing the impervious wall’s depth, continuity, strength, permeable rate, the quality of the wall is eligible, and its indexes comfort the design requirements. The experiences are useful in similar earth dam reinforcement construction.
2012 ◽
Vol 238
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pp. 317-320
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2013 ◽
Vol 357-360
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pp. 1543-1547
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