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1)  calculating method of settlement deformation
沉降变形计算
2)  settlement computation
沉降计算
1.
Semi-analytical element method of settlement computation for composite foundation;
复合地基沉降计算的半解析元法
2.
The basic theory and the settlement computation method of the dynamic drainage consolidation are presented in this paper.
本文介绍了动力排水固结的基本原理、沉降计算方法,提出了一种适合动力排水固结沉降计算的动静耦合沉降计算方法。
3.
Therefore, the existing theories of settlement computation are limited.
碎石桩复合地基在荷载作用下应力场与位移场分布十分复杂,有试验表明距桩顶某一深度范围有应力集中现象,桩体产生侧向膨胀,现有沉降计算理论具有一定的局限性。
3)  settlement calculation
沉降计算
1.
A conjecture for settlement calculation formula and empirical coefficient of soft soil foundation;
软基沉降计算公式及经验系数的猜想
2.
Application of neural network in settlement calculation of rock-filled embankment;
神经网络在填石路堤沉降计算中的应用
3.
Influence of underground water on the foundation settlement calculation;
地下水的分布对沉降计算的影响
4)  calculated settlement
计算沉降
1.
Influences of double yield surface model parameters on calculated settlement of core type rockfill dam;
双屈服面模型参数对心墙堆石坝计算沉降的影响
5)  settlement analysis
沉降计算
6)  settlement deformation
沉降变形
1.
This paper uses a dedicated finite element software PLAXIS for geo-engineering,to further explore the rules of embankment settlement deformation under different heights,and discusses relationship between embankment height and road bed settlement deformation.
采用岩土工程专用有限元软件PLAXIS,对不同高度条件下的路堤沉降变形规律进行深入研究,探讨路堤高度与路基沉降变形的关系。
2.
According to the field test data of the bridge-subgrade transition section in permafrost regions during 3 years after the construction,the ground temperature variation inside different locations of subgrade and the settlement deformation rules of subgrade basement and subgrade in different locations of the cross and the longitudinal section were analyzed.
根据多年冻土区路桥过渡段路基在竣工后3 a内的现场试验数据,分析了路基不同位置的地温变化、路基基底沉降变形和路基不同位置沿横向及纵向的沉降变形规律。
3.
Combined with practical engineering of Wenwu Road station,the author analyzes the causes of surrounding buildings settlement deformation in the process of subway construction,and proposes measures to control settlement and incline of the buildings,in order to ensure security of the buildings,which to offer some guidance for similar engineering constructions.
结合文武路车站实例,分析了在城市修建地铁过程中造成周边建筑物沉降变形的原因,提出了控制建筑物沉降与倾斜的措施,从而确保了建筑物的安全,对类似工程的修建具有一定的指导意义。
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。
  
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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