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高喷灌浆技术在卵砾石层地下水库构筑中的应用
引用本文: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.
作者姓名:李相然  赵春富  高明久
作者单位:1. 烟台大学,土木工程系,山东,烟台264005
2. 烟台大地防渗加固工程有限公司,山东,烟台264100
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。

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
文章编号:0559-9350(2003)03-0080-07

Application of high pressure jet grouting to underground reservoir with pebble bed
LI Xiang ran.Application of high pressure jet grouting to underground reservoir with pebble bed[J].Journal of Hydraulic Engineering,2003,34(3):0080-0085.
Authors:LI Xiang ran
Affiliation:Department of Civil Engineering,Yantai University,Yantai 264005,China
Abstract: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.
Keywords:high jet grouting  underground reservoir seepage cutoff dam  half circle jet grouting  double-row oscillating jet grouting in lozenge structure
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