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全风化花岗岩地层隧道施工降水优化分析

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以福州某滨海全风化花岗岩地层隧道施工降水为依托,为确保周边建筑物的安全,提出了止水帷幕、地表旋喷桩和挡墙加固的综合加固方案.监测表明,周边建筑物在第二次降水条件下的平均沉降量仅为3.3mm,占总平均沉降量的25.3%;平均倾斜率仅为0.0274,占总平均倾斜率的28.8%.该综合加固手段有效控制了建筑物的倾斜及沉降,为隧道施工提供了安全保障,可为临海区域强风化花岗岩地层隧道降水施工提供参考.
OPTIMIZATION ANALYSIS ON DEWATERING OF TUNNEL CONSTRUCTION IN COMPLETELY WEATHERED GRANITE STRATUM
Based on the construction dewatering of a coastal fully weathered granite tunnel in Fuzhou,in order to ensure the safety of surrounding buildings,the comprehensive reinforcement scheme of water stop curtain,surface jet grouting pile and retaining wall is proposed.The monitoring results show that the average settlement of surrounding buildings is only 3.3 mm,accounting for 25.3%of the total average settlement,and the average inclination rate is only 0.0274,accounting for 28.8%of the total average slope.The comprehensive reinforcement method can effectively control the inclination and settlement of buildings and provide safety guarantee for tunnel construction.It can provide reference for dewatering construction of tunnel in strongly weathered granite stratum in coastal area.

strongly weathered graniteexisting buildingsoptimization of dewateringfield monitoring

李戈

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中国一冶集团有限公司交通公司,武汉 430081

强风化花岗岩 既有建筑物 降水优化 现场监测

2024

建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
年,卷(期):2024.51(2)
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