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富水砂卵石地层盾构施工沉降控制技术措施
引用本文:高,琨.富水砂卵石地层盾构施工沉降控制技术措施[J].现代城市轨道交通,2014(2):46-48.
作者姓名:  
作者单位:兰州市轨道交通有限公司,甘肃兰州730000
摘    要:依托兰州轨道交通1号线一期工程试验段盾构区间右线施工情况,对盾构施工期间的施工沉降控制进行探讨。施工中采用监控量测、回填注浆及地表注浆等技术措施,确保了盾构机在富水砂卵石地层中的顺利掘进,减少了地表及管线沉降,提高了隧道施工质量。

关 键 词:盾构施工  富水砂卵石地层  沉降控制  技术措施

Settlement Control Measures for Water-Rich Sand and Gravel Stratum in Shield Excavation
Gao Kun.Settlement Control Measures for Water-Rich Sand and Gravel Stratum in Shield Excavation[J].Modern Urban Transit,2014(2):46-48.
Authors:Gao Kun
Abstract:Taking into consideration of right track construction in shield excavation of Phase I test section on Lanzhou line 1, the paper discusses the settlement control during shield excavation. The construction takes monitoring measures, backfill grouting and surface grouting and other technical measures to ensure smooth advance of shield tunneling in water-rich sand and gravel stratum, to reduce surface and pipeline settlement and improve quality of tunnel construction.
Keywords:shield excavation  rich water sand and gravel stratum  settlement control  technical measures
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