Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction

Shao-Ming Liao; Fang-Le Peng; Shui-Long Shen

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Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction

机译：纵向荷载传递对隧道的剪切作用分析

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摘要

In order to analyze the behavior of load transfer mechanism of shield-constructed tunnel in longitudinal direction, tunnel is modeled as the cylindrical shell within elastic foundation (CSEF). By applying the theory of elastic cylindrical shell (ECS) with

机译：为了分析盾构隧道纵向荷载传递机理，将隧道建模为弹性地基内的圆柱壳（CSEF）。通过应用弹性圆柱壳（ECS）理论

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来源
《Tunnelling and underground space technology》 |2008年第4期|p.421-430|共10页
作者
Shao-Ming Liao; Fang-Le Peng; Shui-Long Shen;
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作者单位

Department of Geotechnical Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China;

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原文格式 PDF
正文语种 eng
中图分类地下建筑;
关键词
shield tunnel; longitudinal shear transfer (LST); cylindrical shell on elastic foundation; trigonometric function;

机译：盾构隧道;纵向剪力传递;弹性基础上的圆柱壳;三角函数;

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Analysis of shearing effect on tunnel induced by load transfer along longitudinal direction

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