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Application of High Pressure Jet Grouting Technology in the Seepage Control of Earth Dam Reinforcement

机译:高压喷射灌浆技术在土坝加固渗流控制中的应用

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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 ics indexes comfort the design requirements. The experiences are usefui in similar earth dam reinforcement construction.
机译:基于加强大坝基础和两岸大坝末端(0 + 149〜0 + 330)的施工实践(0 + 149〜0 + 330)大坝的高压喷射灌浆渗漏墙,本文阐述了建筑设备,技术工艺,施工参数和施工方法高压喷射灌浆的渗透墙体结构。通过分析不透水墙的深度,连续性,强度,渗透率,墙壁的质量符合条件,ICS指标舒适设计要求。在类似地坝加固结构中的经验是使用的。

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