首页|某失稳加筋土挡墙病害成因机理分析及加固处治措施

某失稳加筋土挡墙病害成因机理分析及加固处治措施

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以福建龙岩某小学加筋土挡墙病害处治工程为例,通过现场地质调绘,获得了加筋土挡墙的破坏特征,结合原设计资料,查明了病害的诱发因素,究其原因主要为降雨导致返包段地下水位上升,静水压力增加,连接生态袋的筋带拉断.根据变形特征、诱发因素,建立了加筋土挡墙的物理力学模型,采用Phase2软件对该模型进行有限元数值模拟计算,并对计算结果进行分析,其破坏特征与现场基本一致,得出本工程加筋土挡墙的破坏机理.结合病害现状提出了土钉墙+面板+排水的处治方案,方案实施后现场效果良好,为类似破坏形式的加筋土挡墙处治提供借鉴作用.
Analysis and Failure Mechanism of an MSE Wall
This paper presents a case history of the mechanically stabilized earth(MSE)retaining wall hazard remediation pro-ject in a primary school in Longyan,Fujian Province.Based on the understanding of the general subsurface conditions of the project,the failure characteristics of the MSE wall are obtained through the on-site geological survey.Combined with the origi-nal design data,the failure triggering factors of the hazards are identified.The main factors include the rise of groundwater lev-el in the wall due to the rainfall,the increase of hydrostatic pressure,and the fracture of the connectors that connecting the eco-logical bags.Based on the deformation characteristics and triggering factors,a physical and mechanical model of the MSE wall is established.The finite element simulation is performed with Phase2 software.The failure characteristics are in general con-sistent with those observed in the field,and the failure mechanism of the MSE wall in this project was obtained.Finally,the mitigation plan by using the soil nailing wall plus shotcrete panel plus drainage are proposed for various defect conditions.The remediation result is satisfactory after the implementation of the mitigation plan,which provides a good reference for the treat-ment of MSE wall with similar hazards.

Mechanically Stabilized Earth Retaining WallFailure MechanismPhysical and Mechanical ModelNumerical SimulationHazard Remediation

杨运林

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福建省地质工程勘察院,福州 350002

加筋土挡墙 破坏机理 物理力学模型 数值模拟 病害处治

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(5)