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某高速公路煤矿采空区稳定性评价及治理设计

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依托某高速公路拟建清镇北互通周围煤矿采空区治理工程,采用三维数值模型,对采空区场地和地基稳定性进行模拟、分析评价.采空区范围内分别有D匝道桥、A匝道和C匝道某段场地或地基稳定性不满足规范要求,须进行工程治理.设计采用注浆法进行处治,最大注浆深度约101.2m.
Stability Evaluation and Treatment Design of a Coal Mined-out Area along the Highway
Based on the gob control project of a highway around Qingzhen North interworking,the stability of the site and foundation of mined-out area was simulated,analyzed and evaluated by use of 3D numerical model.In the goaf area,there are D ramp bridges,A ramp and C ramp sites,their foundation stability can not meet the standard requirements,and the engineering treatments are needed.The design for the treatment is adopted with the grouting method,the maximum grouting depth is about 101.2 m.

coal mined-out areafoundation stability evaluationFLAC3Dsurface subsidencedeformation curvaturetreatment scheme

田学军、段利媛

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贵州省交通规划勘察设计研究院股份有限公司,贵阳 550081

贵州轻工职业技术学院,贵阳 550025

煤矿采空区 地基稳定性评价 FLAC3D 地表沉降 变形曲率 治理方案

2024

路基工程
中铁二局集团有限公司,西南交通大学,中铁二院工程集团有限责任公司

路基工程

影响因子:0.36
ISSN:1003-8825
年,卷(期):2024.(1)
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