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author:

魏雯 (魏雯.) [1] | 温鹏铭 (温鹏铭.) [2] | 张健 (张健.) [3]

Abstract:

近年来,我国公路和铁路迅速发展,其在穿越山岭地段时易形成浅埋偏压隧道,浅埋偏压隧道的围岩受力特性复杂,导致洞口处易发生围岩坍塌现象。针对浅埋偏压隧道的围岩稳定性问题,文中总结了常用的理论分析和规范计算方法,探讨了围岩压力计算及破坏模式分析的重要性,并进一步展望了未来的研究方向。

Keyword:

偏压 浅埋 稳定性 隧道围岩

Community:

  • [ 1 ] 福州大学土木工程学院

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Source :

江西建材

Year: 2024

Issue: 06

Volume: PageCount-页数: 3

Page: 171-173

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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