首页|基于富水砂卵石地层的基坑施工监测技术数值模拟

基于富水砂卵石地层的基坑施工监测技术数值模拟

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城市轨道交通施工中的基坑降水开挖始终存在一定的安全隐患,为避免出现安全事故,利用Abaqus二维化的有限元模型来对基坑施工实施监测,并利用实验验证其有效性.实验结果表明,坑外地表的沉降值对比实验中,模拟监测的数值和实际监测的数值误差维持在2%~5%之间,围护结构水平位移对比实验中的误差则维持在10%左右.
Numerical Simulation of Monitoring Technology for Foundation Pit Construction Based on Water Rich Sand and Pebble Strata
There are always certain safety hazards in the dewatering and excavation of foundation pits during urban rail transit construc-tion.Therefore,in order to avoid safety accidents,the Abaqus two-dimensional finite element model is used to monitor the construction of foundation pits,and its effectiveness is verified through experiments.The experimental results indicate that in the comparison experi-ment of the settlement values of the surface outside the pit,the error between the simulated monitoring values and the actual monitoring values remains between 2% and 5%,while the error in the comparison experiment of the horizontal displacement of the enclosure structure remains around 10%.

water rich sand pebble formationmonitoring technology for foundation pit constructionAbaqusrail transit

祝李京

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武汉华中科大检测科技有限公司,湖北 武汉 430074

富水砂卵石地层 基坑施工监测技术 Abaqus 轨道交通

国家自然科学基金面上项目

51778262

2024

黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
年,卷(期):2024.47(1)
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