• The coupled characteristics of the surface settlement induced by dewatering were analyzed by the software ABAQUS.

    利用有限元软件ABAQUS对基坑降水引起周围土体沉降性状进行分析。

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  • The ground surface settlement and lateral deflection of retaining wall for deep excavations are calculated using nonlinear finite element method.

    利用非线性有限元方法计算了深基坑开挖引起的地表沉降量与墙体侧向挠度。

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  • By using the adding principle, the ultimate calculated formulas for calculating the ground surface settlement and horizontal displacement were obtained.

    最后利用叠加原理,导出最终的地表沉降及水平位移计算公式。

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  • According to the way of thinking of Geologic Strata Lose, a formula is deduced to estimate the surface settlement behind retain wall by the lateral wall deflection.

    按照地层损失法的思路,推导出了由支护墙侧向变形估算墙后地表沉降计算公式。

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  • It also analyzes the relationship between vacuum energy and the surface settlement, and the surface back-elasticity after stopping vacuum pump.

    真空能量与地表沉降的关系以及停泵后的地表回弹量。

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  • Furthermore, by the 2-d FEA model, the effect of the reduction of the surface settlement due to different distances of recharge or the depth of water-sealing was studied.

    同时通过建立二维有限元模型,研究了工程上采用的回灌和止水措施对减小地表变形的作用。

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  • The ground surface settlement, crown settlement, convergence of surrounding rock, etc, are monitored and measured during the Fantun tunnel construction of Jianxing Highway.

    在建兴高速樊屯隧道施工过程中,对地表沉降、拱顶下沉、围岩收敛等进行了监控测量。

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  • The article analyses the mechanism and affected range of surface settlement around by excavation perviousness, and discusses the affecting factors and the measures to control it.

    分析了基坑降水引起坑周边地面沉降的机理、影响范围,探讨了基坑降水引起地面沉降的影响因素及减少地面沉降的措施。

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  • After analyzing a serial of samples by FEM, studying their calculated and practical data, this article gives a typical distribution curve of the surface settlement behind the retain wall.

    本文应用有限元法分析了一系列软土基坑工程典型实例,根据计算结果和实测值提出了软土基坑墙后地表沉降的概化分布曲线。

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  • The observation results of the bridge head experimental site of Jialichen Bridge are analyzed such as vacuum degree, ground water table, flowrate, pore water pressure and surface settlement.

    通过对浃里陈大桥桥头试验段的真空度、地下水位、流量、孔隙水压力、地表沉降等现场监测结果的分析;

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  • Discussed rock mass gravity collapse mechanism caused by under ground and overburden failure and surface settlement disaster, offered some underground mining and surface protective measures.

    论述了地下矿层开采引起的岩体重力变形机理和造成的覆岩破坏、地表沉陷等灾害,提出了井下开采和井上防护的技术措施。

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  • The drainage condition combining with the time-dependent properties of the surrounding soil played an important role in the evolution of long-term surface settlement over tunnels in soft soils.

    软土隧道地表长期沉降特性与隧道的渗透性以及周围土体的时效特性密切相关。

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  • The observation results of the Jialichen bridge-head experiment site such as pore water pressure, settlement of soil at various depths, surface settlement, and horizontal displacement are analyzed.

    对浃里陈大桥桥头试验段的孔隙水压力、分层沉降、地表沉降、土体水平位移等现场监测结果进行了分析;

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  • The observation results of the Jialichen bridge-head experiment site such as pore water pressure, settlement of soil at various depths, surface settlement, and horizontal displacement are analyzed.

    对浃里陈大桥桥头试验段的孔隙水压力、分层沉降、地表沉降、土体水平位移等现场监测结果进行了分析;

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