略论由于较强地应力引发的强挤压地下洞室的一些规律

符华兴

铁道工程学报 ›› 2000, Vol. 17 ›› Issue (4) : 70-73.

PDF(135 KB)
PDF(135 KB)
铁道工程学报 ›› 2000, Vol. 17 ›› Issue (4) : 70-73.
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略论由于较强地应力引发的强挤压地下洞室的一些规律

  • 符华兴
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SEVERAL REGULARITY OF STRONGLY-PRESSED UNDERGROUND CAVERN CAUSED BY HIGH GROUND STRESS

  • FU Hua-xing
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文章历史 +

摘要

本文探讨和例举了较软弱围岩洞室受较大地应力影响所产生的强挤压问题。特别阐述了库伦理论和 摩尔应力圆在这方面的应用。力求使该类地下洞室所存在的强挤压问题,在理论上求得解答,为今后设计和 施工提供一些有用的参考。

Abstract

The problems concerned with the strongly-pressed underground cavern with soft surrounding rock caused by rather high ground stress are explored in this paper and illustrated with practical examples-The applications of Coulomb s theory and Mohr s stress circle are expounded especially. It is aimed at to solve the strongly-pressed problem existing in such kind of underground cavern theoretically, so as to provide useful reference for design and construction hereafter.

关键词

隧道 / 地下洞室 / 地应力 / 库伦被动挤压理论 / 塑性系数

Key words

tunnel / underground cavern / ground stress / Coulomb's passive earth pressure theory / plasticity index

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符华兴. 略论由于较强地应力引发的强挤压地下洞室的一些规律[J]. 铁道工程学报, 2000, 17(4): 70-73
FU Hua-xing. SEVERAL REGULARITY OF STRONGLY-PRESSED UNDERGROUND CAVERN CAUSED BY HIGH GROUND STRESS[J]. Journal of Railway Engineering Society, 2000, 17(4): 70-73
中图分类号: P64   

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