| 独墅湖隧道主体结构受力及变形规律分析 |
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| 引用本文： | 王霆,周正康,徐玉桂,张巍.独墅湖隧道主体结构受力及变形规律分析[J].地下工程与隧道,2008(4):24-27. |
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| 作者姓名： | 王霆 周正康 徐玉桂 张巍 |
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| 作者单位： | [1]南京城建隧桥经营管理有限责任公司 [2]南京大学 |
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| 摘 要： | 介绍了苏州独墅湖隧道主体结构在水土压力荷载、不均匀沉降等因素作用下的受力与变形规律，通过现场测试与三维有限元分析以及对实测值与理论值的比较，找出了可能存在隧道渗漏隐患的薄弱环节，为隧道维护和管养提供了科学依据。
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| 关 键 词： | 明挖隧道 应力 变形 裂缝 渗漏 管养 |
Stress and Deformation Analysis of Dushu Lake Tunnel Main Structure |
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| Wang Ting Zhou Zhengkang Xu Yugui,et al.Stress and Deformation Analysis of Dushu Lake Tunnel Main Structure[J].Underground Engineering and Tunnels,2008(4):24-27. |
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| Authors: | Wang Ting Zhou Zhengkang Xu Yugui |
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| Abstract: | This article introduces the stress and deformation regulation of the main structure of Dushu Lake tunnel bearing the water-soil pressure load and uneven settlement.Through comparison of the site data and results from the theory calculation of 3D FEM analysis,the possible weakness in tunnel seepage is found,which provides a scientific basis for tunnel maintenance. |
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