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地铁隧道覆跨比和高跨比对地表沉降的影响
引用本文:茅为中,王云龙,张念.地铁隧道覆跨比和高跨比对地表沉降的影响[J].隧道建设,2010,30(3):242-245.
作者姓名:茅为中  王云龙  张念
作者单位:1. 茅以升科技教育基金会, 北京100029; 2. 北京交通大学, 北京100044
摘    要:为分析隧道形状及埋深对地表沉降的影响,使用FLAC3D研究城市地铁隧道覆跨比和高跨比对地表沉降的影响,得出地铁隧道不同覆跨比和高跨比对地表沉降的影响规律曲线,指出地铁隧道的覆跨比和高跨比均以大于1.0为最佳比值,为城市浅埋地铁隧道的设计提供参考依据。

关 键 词:地铁隧道  覆跨比  高跨比  地表沉降  
收稿时间:2009-12-21
修稿时间:2010-05-05

Influence of Cover-span ratios and Height-span ratios of Metro Tunnels on Ground Surface Settlement
MAO Weizhong,WANG Yunlong,ZHANG Nian.Influence of Cover-span ratios and Height-span ratios of Metro Tunnels on Ground Surface Settlement[J].Tunnel Construction,2010,30(3):242-245.
Authors:MAO Weizhong  WANG Yunlong  ZHANG Nian
Affiliation:1. Mao Yisheng Science and Technology Education Foundation, Beijing 100029, China; 
2. Beijing Jiaotong University, Beijing 100044, China
Abstract:In order to analyze the influence of the shapes and covers of tunnels on the ground surface settlement, FLAC 3D is used to study the influence of the cover-span ratios and height-span ratios of Metro tunnels on the ground surface settlement and the rule of the influence of different cover-span ratios and height-span ratios of Metro tunnels on the ground surface settlement is obtained. It is proposed that the optimum cover-span ratios and height-span ratios should be more than 1.0. This study results can be served as reference for the design of urban Metro tunnels with shallow covers.
Keywords:Metro tunnel  cover span ratio  height span ratio  ground surface settlement
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