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The Grouting Influence of Shield Tunnelling on Sand-Gravel Soil

The Grouting Influence of Shield Tunnelling on Sand-Gravel Soil
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摘要 Sand-gravel soil may not be suitable for structure use or excavation use as a result of their permeability and low-intensity.It may cause serious damage to the upper part of the structure for its considerable stress.How to assess and control the deformation of the ground is the main purpose of the soil reinforcement technology.Grouting is a method commonly used to meet those requirements.This study is designed to investigate the effects on shield construction in the sand-gravel stratum. Sand-gravel soil may not be suitable for structure use or excavation use as a result of their permeability and low-intensity. It may cause serious damage to the upper part of the structure for its considerable stress. How to assess and control the deformation of the ground is the main purpose of the soil reinforcement technology. Grouting is a method commonly used to meet those requirements. This study is designed to investigate the effects on shield construction in the sand-gravel stratum.
出处 《Journal of Donghua University(English Edition)》 EI CAS 2009年第5期467-473,共7页 东华大学学报(英文版)
关键词 shield tunnelling sandgravel soil groundmovement GROUT 盾构掘进 灌浆 砂砾土 压力结构 加固技术 地面变形 盾构施工 透气性
作者简介 Correspondence should be addressed to YU Chang-rong, E-mail: cryu@qq. com.
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参考文献10

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