QUALITY INFLUENCE OF GROUTING PROCESS FOR VOLUME STRESS-STRAIN CONDITION OF THE SOILS MASS NEAR THE TUNNEL'S FACE WHICH SITUATED IN THE PROTEROZOIC CLAYS

被引：0

作者：

Trushko, V. L. ^{[1
]}

Shokov, A. N. ^{[1
]}

机构：

[1] St Petersburg State Min Univ, St Petersburg, Russia

来源：

JOURNAL OF MINING INSTITUTE | 2012年 / 196卷

关键词：

tunnel's; proterozoic clays; displacements; grouting;

D O I：

暂无

中图分类号：

TD [矿业工程];

学科分类号：

0819 ;

摘要：

The analysis of soils stress-strain condition for different lining including in work period retards from tunnel's face with applying of finite-elements method is adduced. The graphical relations of stresses, displacements, soils inelastic area configuration were obtained. According to these relations final graphical relation of temporary grouting influence for permanent lining stress-strain condition was developed.

引用

页码：101 / 104

页数：4