Behavior of Tunnel and Geological Property in the Squeezing Ground

DOI Web Site 14 References

Bibliographic Information

Other Title
  • 軟岩トンネルの膨圧現象の挙動と地質特性
  • ナンガン トンネル ノ ボウアツ ゲンショウ ノ キョドウ ト チシツ トクセイ

Search this article

Description

This report deals with the behavior of tunnel and the simple test in the squeezing ground. It is concluded from thecase analysis of tunneling and model experiments that squeezing pressure occurs when overburden pressure exceeds the rock strength, time dependency of squeezing pressure is not so large, and the concentration of stress in the ground around tunnel causes squeezing pressure at muddy ground only. From this point of view, I think that angle of internal friction in residual strength calculated by the cyclic box shear test is the main index for the estimate of squeezing pressure.

Journal

References(14)*help

See more

Keywords

Details 詳細情報について

Report a problem

Back to top