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1)  deformation of deep excavation
深基坑变形
1.
The prediction model for deformation of deep excavation is suggested according to the Grey System theory.
采用灰色系统预测理论建立了深基坑变形的GM(1,1) 预测模型,以基坑附近地表沉降量为指标,利用某工程实例的实际观测资料对基坑以后的变形进行预测,结果与实际值吻合较好,证明了该法的可行性。
2)  deformation / deep excavatipon
变形/深基坑
3)  deformation of bracing of deep excavation pit
深基坑支护变形
1.
Because the property of soil is complexity and uncertainty;the relationship between deformation of bracing of deep excavation pit and relative factors is very complicated nonlinearity.
由于土体固有性质的复杂性和不确定性,深基坑支护变形与其影响因素之间的关系是极为复杂的非线性关系。
4)  deformation / deep excavation
变形/深基坑开挖
5)  deep foundation deformation
深基坑围护结构变形
6)  foundation pit deformation
基坑变形
1.
This paper is mainly concerned with the foundation pit deformation due to dewatering and excavation, in which a separation layer between two layers of confined water exists or not.
利用离心模型试验、Biot固结理论的有限元和现场观测数值相结合的方法,对上海地区⑤-2层浅承压水和⑦层深承压水间的⑥层隔水层的存在或缺失对基坑变形和降水影响的研究表明,承压水隔层将对基坑开挖时的变形产生较大的影响。
2.
In deformation control design of deep foundation pit, many complicated factors influencing foundation pit deformation need to be considered.
深基坑变形控制设计中 ,要考虑影响基坑变形的因素非常多 ,各因素又很复杂。
补充资料:大坝内部变形观测(见水工建筑物变形观测)


大坝内部变形观测(见水工建筑物变形观测)


  daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
  
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