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粉细砂地层真空注浆模拟试验研究

马云漪 张宇 张立波

山东煤炭科技Issue(8):44-45,2.
山东煤炭科技Issue(8):44-45,2.DOI:10.3969/j.issn.1005-2801.2016.08.021

粉细砂地层真空注浆模拟试验研究

An Experimental Study of Vacuum Grouting in Fine Sand Layer

马云漪 1张宇 1张立波1

作者信息

  • 1. 中国地质大学 北京,北京 100083
  • 折叠

摘要

Abstract

A model experiment is carried out to simulate the effects of acid waterglass slurry injecting into sand under different vacuum degrees. Based on the data collected from the experiment, an analysis is made on the relations between the grouting amount and time, the grouting amount and vacuum degree, as well as grouting rate and vacuum degree. The diffusion law of acid waterglass slurry under different vacuum degrees is then summed up according to research on the grouting soil generated under conditions of-5kPa,-10kPa and-15kPa.

关键词

真空注浆/粉细砂/化学浆液/固结体

Key words

vacuum grouting/ifne sand/chemical grout/concretion body

分类

矿业与冶金

引用本文复制引用

马云漪,张宇,张立波..粉细砂地层真空注浆模拟试验研究[J].山东煤炭科技,2016,(8):44-45,2.

山东煤炭科技

1005-2801

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