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Ningbo region facing each other across wide range of soft soil, and sediment transport track pit geological conditions are poor and high-risk. This article in order to track traffic Fuk Ming Road Station 2 pit as a background, use 3 D FLAC - software to establish a 3-D numerical analysis model of th

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Ningbo area widespread minute mainre deposit soft soil, the orbital transportation hole excavated for building foundation geological condition is bad, the risk is big.This article take orbital transportation luck Ming Luzhan two issue of holes excavated for building foundation as a background, utili
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a宁波地区广泛分海相沉积软土,轨道交通基坑地质条件较差,风险大。本文以轨道交通福明路站二期基坑为背景,运用FLAC-3D 软件建立三维数值分析模型,对基坑施工进行全过程动态模拟。在基坑开挖之前布置详细监测方案,实行信息化施工,测试获得了基坑主动土压力、被动土压力、孔隙水压力、墙体和土体的水平位移及地表沉降规律。最后,将数值计算结果与监测结果进行了对比分析,结果表明:计算得到的水平位移和地表沉降曲线实测值基本一致,验证了计算结果的适用性,本文结果可为类似基坑工程的设计和施工提供有益参考。 Ningbo area widespread minute mainre deposit soft soil, the orbital transportation hole excavated for building foundation geological condition is bad, the risk is big.This article take orbital transportation luck Ming Luzhan two issue of holes excavated for building foundation as a background, utili [translate]