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某基坑加深开挖支护体系加固结构数值模拟分析

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以昆明某泥炭土深基坑工程为背景,分析其支护结构施工完成后进行的基坑加深开挖对桩锚支护体系稳定性及变形的影响,提出一种新型的补强加固结构支护体系;同时,利用FLAC3D数值软件建模分析了基坑在原设计方案、加深开挖及采用补强加固结构支护体系后3种不同状态下支护结构及坑壁土体的水平位移、竖向位移及其整体稳定性系数.研究结果表明:所提出的补强加固结构支护体系能够适用于泥炭质土地区的基坑加深开挖,且造价经济、工期较短,具有良好的经济社会效益.监测数据与数值模拟结果整体规律吻合,验证了复合式加固结构体系的有效性.研究成果可解决软土地区传统基坑支护结构施工完成后基坑加深开挖的难题,为类似基坑支护结构设计提供理论和实践依据.
Numerical Simulation of a Deep Excavation Supporting System
This paper presents a case history of a deep excavation support project in the peat soil in Kunming.The influence of the deep excavation on the stability and the deformation of the soldier pile with ground anchor supporting system after the com-pletion of the excavation is analyzed.A new reinforcement structure support system is then proposed.The FLAC3d numerical software is used to model and to analyze the horizontal and vertical displacements as well as the factor of safety of the overall stability of the supporting structure under three different loading conditions.The results show that the proposed supporting structure can be cost effectively applied to deep excavation in peat soil area.The construction period is shortened,and it has good economic and social benefits.The monitoring data of 114 times in 9 months are consistent with the numerical simulation results,which verifies the effectiveness of the composite reinforced structure system.The research results can solve the prob-lem of the deep excavation after the construction of traditional supporting structure in the soft soil area,and provide a theoreti-cal and practical basis for similar deep excavation supporting structure design.

Deep Excavation SupportSoldier Pile with Ground Anchor SupportReinforcementPeat SoilNumerical Simula-tionExcavations

胡建伟

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中冶武勘工程技术有限公司,武汉 430080

深基坑 桩锚支护 加固 泥炭土 数值模拟 加深开挖

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(6)