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基于ABAQUS的深大基坑支护体系模拟分析

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深大基坑工程具有地质条件复杂和变形隐蔽等特点,其安全性和稳定性对工程建设至关重要.以中国铁建华南总部大厦基坑咬合桩支护工程为例,结合ABAQUS软件,对多工况下咬合桩支护体系进行了模拟分析与位移计算.结果表明:支护前期,咬合桩桩体受土压力和桩体强度影响,咬合桩中部产生偏移,顶部和底部受拉伸的影响产生最大位移;支护中期,随着混凝土强度增加及中部拉杆固定,拉伸位移逐渐减小;支护后期,除边界咬合桩和底部支撑具有较大位移外,其余桩体均保持稳定;模拟位移与实测结果一致,具有较高的可靠性.
Simulation Analysis of Deep Foundation Pit Support System Based on ABAQUS
The safety and stability of deep and large foundation pit are very important to the construction because of its complex geological conditions and hidden deformation.Taking the foundation pit occlusal pile support project of China Railway Construction South China Headquarters Building as an example,the simulation analysis and displacement calculation of occlusal pile support system under multiple working conditions are carried out with ABAQUS software.The results show that in the early stage of support,the middle part of the occluded pile is affected by soil pressure and pile strength,and the top and bottom of the occluded pile are affected by stretching.In the middle stage of support,with the increase of concrete strength and the fixing of central tie rod,the tensile displacement decreases gradually.In the later period of support,except for the large displacement of the boundary occluding pile and the bottom support,the other piles remain stable;The simulated displacement is consistent with the measured results and has high reliability.

deep foundation pitocclusal pile support systemfinite element modellingABAQUS

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中铁建设集团南方工程有限公司,广东 广州 511400

深大基坑 咬合桩支护体系 有限元模拟 ABAQUS

2024

建材技术与应用
山西综合职业技术学院

建材技术与应用

影响因子:0.74
ISSN:1009-9441
年,卷(期):2024.(6)