首页|基于总安全系数法的隧道主动支护体系计算方法研究

基于总安全系数法的隧道主动支护体系计算方法研究

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以预应力锚杆(索)为主要支护构件的隧道主动支护理念应用日益广泛,但主动支护体系支护参数的选取仍以工程类比法或经验取值为主,缺少可以指导设计的量化计算方法.基于隧道支护结构设计总安全系数法,提出含预应力锚杆(索)主动支护体系的安全系数计算方法和设计方法,并对比分析主动支护体系与被动支护体系的安全系数和变形控制差异.同时,为探究锚杆(索)系统与围岩的变形协调关系,根据锚杆(索)系统与围岩变形能力的匹配性,提出基于变形协调控制的支护体系选型与设计流程,可为隧道主动支护体系的量化设计提供理论指导.
Research on the Calculation Method of Tunnel Active Support System Based on the Total Safety Factor Method
The concept of tunnel active support with prestressed anchor rods(cables)as the main support compo-nents is increasingly widely applied.However,the selection of support parameters for active support systems still primarily relies on engineering analogy or empirical values,lacking a quantified calculation method to guide design.Based on the total safety factor method for tunnel support structure design,this study proposes a calculation method for the safety factor of the active support system including prestressed anchor rods(cables)and a design method,and it analyzes and compares the differences of safety factors and deformation control between active and passive support systems.Furthermore,to explore the deformation coordination relationship between the anchor rod(cable)system and the surrounding rock,this study introduces a support system selection and design process based on deformation coor-dination control,considering the compatibility of deformation capabilities between the anchor cable system and the surrounding rock.This can provide theoretical guidance for the quantitative design of tunnel active support systems.

Active support systemTotal safety factor methodPrestressed anchor rod(cable)Yielding supportDe-formation coordination

肖明清、徐晨、谢壁婷

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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

主动支护体系 总安全系数法 预应力锚杆(索) 让压支护 变形协调

重点研发计划(十四五)

2023YFB3711400

2024

现代隧道技术
中铁西南科学研究院有限公司 中国土木工程学会隧道及地下工程分会

现代隧道技术

CSTPCD北大核心
影响因子:1.493
ISSN:1009-6582
年,卷(期):2024.61(2)
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