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1)  maximum surface settlement
地表最大沉降
1.
The GP was trained by using face settlement data measured in engineering to set up the maximum surface settlement model of GP,and then the GP model was checked by using test samples.
然而目前没有模型能完全反映各种因素对地面沉降的影响规律,综合考虑各种影响因素,运用遗传规划理论对地表最大沉降进行预测。
2)  the maximum ground settlement
地表最大沉降量
1.
The paper using FEM firstly analyses some factors which affect the maximum ground settlement during the excavation in soft soil; and then analyses the influence of the variable width and depth of passive strengthening zone on the deformation of retaining wall, and some valuable conclusions are drawn.
本文用有限元法首先就软土地基基坑开挖过程中,影响周围地表最大沉降量的几个因素进行了系统的分析;接着还分析了基坑被动加固区的深度和宽度变化对基坑变形的影响,得到了一些有实用价值的结论,供工程实践参考。
3)  the max earth subsidence
地基最大沉降量
4)  the max earth subsidence difference
地基最大沉降差
5)  Surface subsidence
地表沉降
1.
Forecast and analysis of surface subsidence of metro tunnel construction in mucky ground;
淤泥质地层地铁隧道施工地表沉降预测及分析
2.
Analysis & statistics of surface subsidence of hidden-digging station construction in Beijing Subway;
北京地铁暗挖车站施工地表沉降统计及分析
3.
Finite element analysis of surface subsidence displacement in recovery blocks;
开采区块地表沉降位移的有限元分析
6)  ground surface settlement
地表沉降
1.
Numerical analysis of deformation and ground surface settlement of overlying road caused by exploiting;
开采引起上覆公路地表沉降与变形的数值分析
2.
Improved the same dimension grey recurrence model for ground surface settlement prediction in tunnel
隧道地表沉降预测的改进等维灰数递补模型
3.
According to such the characteristics as shallow embedment and large span of Furongshan tunnel and through a large number of monitors for the ground surface settlement,its entire process curves and the deformation curves changed with time at the measured points are drawn out.
针对芙蓉山隧道具有浅埋、大跨度的特点,通过大量的地表沉降现场监测,绘出其全过程曲线以及各测点变形量随时间变化曲线,验证了地表控制隧道洞口稳定性的重要性;并通过对不同变化曲线进行分析,对隧道洞体的稳定性进行预判,指导施工。
补充资料:地表
1.地面,大地的表面。 2.指陆地的边际。 3.指地球的表面,即地壳的最外层。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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