首页|基于总安全系数法的宜兴高速铁路隧道支护参数优化与试验

基于总安全系数法的宜兴高速铁路隧道支护参数优化与试验

扫码查看
隧道支护结构设计总安全系数法的应用,可实现隧道支护结构设计由类比设计向量化设计转变.依托宜兴高速铁路(宜昌—兴山)优化试验段,基于总安全系数法对隧道支护参数进行优化,结合现场测试将优化后支护参数的设计值和实测值进行对比.结果表明:与原设计方案相比,Ⅲ、Ⅳ、Ⅴ级围岩条件下,优化后支护参数的经济性指标最多可降低5.24%、23.85%、22.61%;Ⅲ、Ⅳ级围岩条件下,隧道施工进度指标最多可提高29.6%、40.0%.通过现场测试,围岩压力设计值均大于实测值,喷射混凝土层安全系数设计值均小于实测值.优化后支护参数均满足安全要求,总安全系数法可靠.
Support Parameters Optimization and Test for Yichang-Xingshan High Speed Railway Tunnel Based on Total Safety Factor Method
The application of Total Safety Factor Method for tunnel support structure design can realize the transformation of tunnel support structure design from analogical design to quantitative design.Relying on the optimization test section of Yichang-Xingshan high speed railway,tunnel support parameters were optimized based on Total Safety Factor Method.The safety and economy were verified by comparing design values with measured values.The main conclusions are as follows:compared with original design,the economic indexes of optimized tunnel support structure are saved by 5.24%,23.85%and 22.61%respectively under the conditions of class Ⅲ,Ⅳ and Ⅴsurrounding rock,meanwhile,the construction progress indexes are improved by 29.6%and 40.0%respectively under the conditions of class Ⅲ and Ⅳ surrounding rock.Through field test,the design value of surrounding rock pressure is greater than measured value,and the design safety factor of spray shotcrete layer is less than measured value.The optimized support parameters based on Total Safety Factor Method can meet the safety requirements,which proves that Total Safety Factor Method is reliable.

Total Safety Factor Methodoptimization of support parameterssafety factorfield testsurrounding rock pressureeconomic indexconstruction progress index

谢壁婷、肖明清、徐晨、陈文鹏、王克金

展开 >

中铁第四勘察设计院集团有限公司, 武汉 430063

水下隧道技术国家地方联合工程研究中心, 武汉 430063

总安全系数法 支护参数优化 安全系数 现场测试 围岩压力 经济性指标 施工进度指标

国家自然科学基金中铁第四勘察设计院集团有限公司科研课题

522791182021K038

2024

铁道建筑
中国铁道科学研究院

铁道建筑

北大核心
影响因子:0.623
ISSN:1003-1995
年,卷(期):2024.64(1)
  • 10