江西建材Issue(19)：226-226,1.
沈阳15＃水源地复合介质渗透反应格栅（M－PRBs）地下水原位修复技术施工工艺浅析
梁东升 1孙国维1
作者信息
- 1. 东北煤田地质局一0一勘探队，辽宁 调兵山 112700
- 折叠
摘要
Abstract
this paper introduces the no mud into the hole in the sand gravel geological conditions and the construction method of the continuous reaction wal ,con-struction process and require not produce secondary pol ution of groundwa-ter,the aquifer permeability loss less than 10%.For in the similar geolog-ical conditions and similar technological requirements can be drawn lessons from for the other engineering experience.关键词
地下水/反应墙/渗透系数Key words
groundwater/Reaction wal/The permeability coef icient引用本文复制引用
梁东升,孙国维..沈阳15＃水源地复合介质渗透反应格栅（M－PRBs）地下水原位修复技术施工工艺浅析[J].江西建材,2015,(19):226-226,1.
