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隧道临界稳定断面确定方法及应用

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文中提出一种基于参数化建模和强度折减法的隧道临界稳定断面确定方法.通过定义数值模型的关键点坐标,实现了基于FLAC3D的多心圆断面隧道参数化建模.定义一个尺寸调整系数,为强度折减计算得到的安全系数和安全系数目标值的比值.当尺寸调整系数大于1时,说明计算安全系数大于目标安全系数,隧道开挖断面小于临界稳定断面,可将隧道几何尺寸乘以尺寸调整系数,使得隧道开挖断面等比例扩大;反之,则说明隧道开挖断面大于临界稳定断面,将隧道几何尺寸乘以尺寸调整系数,使得隧道开挖断面等比例缩小.通过FLAC3D内置的FISH语言编程,根据尺寸调整系数,对隧道开挖断面进行等比例调整,直至尺寸调整系数等于1,迭代终止,得到最终临界稳定断面.
Method and Application for Determining the Critical Stable Section of Tunnel
A method for determining the critical stable section of tunnel based on parametric modeling and strength reduction method was proposed.By defining the key point coordinates of the numerical model,the parametric modeling of multi-center circular cross-section tunnel based on FLAC3D was realized.The ratio of the safety factor obtained by strength reduction calculation to the target value of the safety factor is defined as the size adjustment factor.When the size adjustment factor is greater than 1,it means that the calculated safety factor is greater than the target safety factor,and the tun-nel excavation section is less than the critical stability section.The tunnel geometry size can be multi-plied by the size adjustment coefficient,so that the tunnel excavation section is enlarged in equal pro-portion.On the contrary,it means that the tunnel excavation section is larger than the critical stable section,and the tunnel geometry size is multiplied by the size adjustment coefficient,so that the tun-nel excavation section is reduced in equal proportion.Through FLAC3D built-in FISH language pro-gramming,according to the size adjustment coefficient,the tunnel excavation section is adjusted in e-qual proportion until the size adjustment coefficient is equal to 1,and the iteration is terminated to ob-tain the final critical stable section.

parametric modelingcritical stable cross sectionstrength reduction methodfactor of safetybench excavation

李斌、尤昭、魏中华、蓝元盛

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武汉理工大学交通与物流工程学院 武汉 430063

湖北省公路工程技术研究中心 武汉 430063

参数化建模 临界断面 强度折减法 安全系数 台阶法

国家自然科学基金

51608407

2024

武汉理工大学学报(交通科学与工程版)
武汉理工大学

武汉理工大学学报(交通科学与工程版)

CSTPCD
影响因子:0.462
ISSN:2095-3844
年,卷(期):2024.48(1)
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