| 软弱围岩隧道洞口段失稳机制分析与处置技术 |
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| 引用本文： | 刘小军,张永兴,高世军,黄达,杨超.软弱围岩隧道洞口段失稳机制分析与处置技术[J].岩土力学,2012,33(7):2229-2234. |
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| 作者姓名： | 刘小军 张永兴 高世军 黄达 杨超 |
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| 作者单位： | 1.重庆大学 土木工程学院，重庆 400045；2.西安建筑科技大学 土木工程学院，西安 710055； 3.贵州省交通规划勘察设计研究院，贵阳 550001 |
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| 基金项目： | 黔科合重大专项字([2008]6013-04);国家自然科学基金项目(No.40902078) |
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| 摘 要： | 隧道洞口围岩大多为软弱围岩，加之浅埋、偏压等不良地质地形因素的影响，洞口施工过程中易发生边仰坡的滑塌。厦蓉高速公路水都线的瑞坡隧道在进洞后不久就发生围岩失稳，致使仰坡开裂滑塌和洞内支护变形很大。利用FLAC3D软件模拟了隧道施工全过程，从围岩塑性区分布以及位移情况结合现场实际状况分析了隧道仰坡坍塌和支护变形发生的原因，并通过数值模拟优化了CRD法的开挖工序。最后参考数值分析结果结合工程实际提出了有效的治理措施，得到的结论可供今后类似工程参考与借鉴。
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| 关 键 词： | 软弱围岩 浅埋偏压 失稳 数值分析 |
| 收稿时间： | 2011-03-28 |
Mechanism analysis and treatment technique of surrounding rock instability for tunnel portal section in weak surrounding rock |
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| LIU Xiao-jun
,
ZHANG Yong-xing
,
GAO Shi-jun
,
HUANG Da
,
YANG Chao.Mechanism analysis and treatment technique of surrounding rock instability for tunnel portal section in weak surrounding rock[J].Rock and Soil Mechanics,2012,33(7):2229-2234. |
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| Authors: | LIU Xiao-jun ZHANG Yong-xing GAO Shi-jun HUANG Da YANG Chao |
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| Institution: | 1. College of Civil Engineering, Chongqing University, Chongqing 400045, China; 2. College of Civil Engineering，Xi’an University of Architecture and Technology, Xi’an 710055, China; 3. Guizhou Transportation Planning Survey & Design Academy, Guiyang 550001, China |
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| Abstract: | Landslide is easy to occur at the tunnel portal section due to the surrounding rock is weak,and besides,many of the tunnels portal section are shallow and under unsymmetrical pressure.The surrounding rock of Ruipo tunnel in Guizhou province of Xiamen-Chengdu expressway is instability when the tunnel excavated shortly.Analysis of three-dimensional simulation in the excavation process of portal section of Ruipo tunnel is conducted by using the fast Lagrangian analysis of continua in three dimensions(FLAC3D).Based on the results of plastic zones in surround rocks,deformations in rock and actual situation on site,the causes of tunnel collapse and support deformation are analyzed.Actual tunnel excavation sequence is optimized by numerical simulation.Then the effective remedy measures are proposed and good results are achieved.The analysis results can provide reference for similar engineering. |
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| Keywords: | weak surrounding rock shallow and unsymmetrical pressure instability numerical analysis |
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