| 李相然,赵春富,高明久.高喷灌浆技术在卵砾石层地下水库构筑中的应用[J].水利学报,2003,34(3):0080-0085 |
| 高喷灌浆技术在卵砾石层地下水库构筑中的应用 |
| Application of high pressure jet grouting to underground reservoir with pebble bed |
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| DOI： |
| 中文关键词: 高喷灌浆 地下水库截渗坝 半圆相向对喷 双排摆喷菱形结构 |
| 英文关键词: high jet grouting underground reservoir seepage cutoff dam half circle jet grouting double row oscillating jet grouting in lozenge structure |
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| 中文摘要: |
| 以烟台市夹河地下水库工程为例，采 用高喷灌浆技术的半圆相向对喷和双排摆喷菱形结构的新的施工方案，成功地在夹河卵砾石 层中构筑了地下水库截渗坝工程。在分析场地水文地质工程地质条件的基础上，研究了 地下水库截渗坝的结构形式与工程布置，探讨了施工工艺和质量控制问题。 |
| 英文摘要: |
| The key point of applying underground reservoirs for solving the water supply problems is the construction of underground seepage cut off dams. A new construction method of the half circle jet grounting face to face and double row oscillating jet grouting in lozenge structure by using high jet grouting is adopted for the Jia river underground reservoir in Yantai city.The underground seepage cut off dam in pebble bed of the underground reservoir was successful constructed.Based on the analysis of field conditions of hydrogeology and engineering geology,the authors discussed the structure form and the layout of the dam as well as the techniques and quality control. |
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