摘要
详细论述了所采用的结合减压降水的全封闭隔渗方案的设计、高喷注浆工程参数的设计,并介绍了通过钻孔取芯进行抗压、抗渗试验,检验隔渗工程质量的结果,以及处理情况。
This passage particularly discuss the adopted design of combination-decompression - precipitation full-close seepage proof project, and the design of high-pressure jet grouting project parameters. And then introduce the results of seepage proof quality through the drilling core compression and seepage tests, as well as the disposal instances.
出处
《工程建设与设计》
2006年第6期48-51,共4页
Construction & Design for Engineering
关键词
深基坑
隔渗帷幕
高压喷射注浆
施工技术
deep foundation pit, seepage proof curtain, high pressure jet grouting, construction technique
