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   settlement computation 的翻译结果: 查询用时:0.179秒
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settlement computation
相关语句
  沉降计算
     On the basis of analysis of the compression test results on Takla Makan desert sand with different initial dry density, the normalization compression curve is introduced and compressibility modulus of the desert sand from this Normalization compression curve can be calculated and applied to the settlement computation of desert foundation.
     在对不同初始干密度的塔克拉玛干沙漠砂压缩试验结果进行分析的基础上 ,引入了一条归一化压缩曲线并定义了与之相对应的归一化因子。 利用该归一化压缩曲线可计算不同初始干密度、不同应力范围下沙漠砂的压缩模量 ,并将其结果应用于沙漠地基的沉降计算 .
短句来源
     Through analysing pile-soil deformation model of CFG pile composite foundation, the ratio of pile-soil stress and coefficient of settlement reduction are determined,and the settlement computation formula are established accordingly.
     通过分析CFG桩复合地基桩土变型模式 ,确定桩土应力比和沉降折减系数 ,建立CFG桩复合地基沉降计算公式。 通过实例分析 ,认为在复合地基任一水平截面上 ,桩与土变形量应相等。
短句来源
     Study of Settlement Computation Method of Gravel Pile Composite Foundation under Embankment Load
     路堤荷载下碎石桩复合地基沉降计算方法研究
短句来源
     Study on the Mechanism and Settlement Computation Method of the Cast-in-situ Concrete Thin-wall Pipe Pile Composite Foundation
     现浇混凝土薄壁管桩加固软基机理和沉降计算方法研究
短句来源
     Study of Settlement Computation Method of Composite Foundation under Embankment
     路堤荷载下复合地基沉降计算方法研究
短句来源
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  沉降验算
     A simplified method for calculating pile cap of pile raft or pile box foundation in high rise buildings,named Spring Constant Method,is developed,and the calculation formula for the spring constant based on settlement computation is presented.
     提出一种计算高层建筑桩 筏和桩 箱基础承台板的简化计算法———弹簧常数法 ,给出了基于沉降验算参数的弹簧常数计算公式。
短句来源
  “settlement computation”译为未确定词的双语例句
     Nonlinear settlement computation of the soil foundation with the undisturbed soil tangent modulus method
     地基非线性沉降计算的原状土切线模量法
短句来源
     Semi-analytical element method of settlement computation for composite foundation
     复合地基沉降计算的半解析元法
短句来源
     Therefore,numerical simulation technique is useful in dewatering excavation and ground settlement computation.
     因此,在深基坑降水及其引起地面沉降的计算中,运用数值模拟方法具有重要的现实意义。
短句来源
     STUDY ON QUASI-STATIC SETTLEMENT COMPUTATION METHOD OF HIGHWAY IN SOFT GROUND INDUCED BY VEHICLE LOADS
     车辆荷载作用下公路软基沉降的拟静力计算方法研究
短句来源
     Through analysis of the error and the finite element method calculation,we have found the distribution and quantity of the error and obtained modified factor of settlement computation for homogeneous soil and common layered soil subgrade.
     本文根据误差分析并通过大量有限元计算,研究了误差的大小及分布规律,并提出计算方法.
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  settlement computation
Method of settlement computation for various types of soils
      
These thin soft beds introduce inaccuracies on settlement computation and create difficulty in foundation design which frequently lead to unsatisfactory performance.
      


In order to study the elastoplastic properties of Shanghai silty-sand and the determination of the relevant parameters, consolidated-drained triaxial test with Shanghai silty-sand including 4 sets of 20 specimens had been performed. Soil samples were taken at the depth from 5m to 15m below the ground surface located at the northeast district of Shanghai.In this paper the changing law of such parameters, A, a and P is analysed, the expression of plastic work Wp is derived and presented, the relationship between...

In order to study the elastoplastic properties of Shanghai silty-sand and the determination of the relevant parameters, consolidated-drained triaxial test with Shanghai silty-sand including 4 sets of 20 specimens had been performed. Soil samples were taken at the depth from 5m to 15m below the ground surface located at the northeast district of Shanghai.In this paper the changing law of such parameters, A, a and P is analysed, the expression of plastic work Wp is derived and presented, the relationship between the elastic work We and plastic work Wp and the axial elastic strain εe and plastic strain εp are discussed. The results of computation agreed fairly well with the measurement in laboratory.It is expected that the results will be helpful to create a new method of settlement computation for silty-sand in Shanghai.

本文对上海某地粉砂土进行三轴固结排水试验,参照拉德-邓肯(Lade-Duncan)模型,试图确定上海粉砂土弹塑性应力-应变模型及其参数,分析试验参数A,α,β的某些规律性,提出塑性功W_p的计算方法。阐述弹性功W_e和塑性功W_p的关系,竖向弹性应变ε1~е和竖向塑性应变ε_1~р的关系;对竖向应变ε_1的计算值与试验值进行比较,得到满意的结果,为提供计算砂土地基变形研究创造有利条件,至于采用有限单元弹塑性增量分析的具体应用不在本文论述。

This project is a large box mat foundation (long 686 m) with complex load, and there isn't mature experience in computation of its deformation. In course of construction, the design theory of the foundation and the field measurement of its behavious are concerned by the project organization and the law of deformation of the foundation are found out. After the engineering put into production in recent years the results of the field measurement proved that the theoretical calculation is consistent with engineering...

This project is a large box mat foundation (long 686 m) with complex load, and there isn't mature experience in computation of its deformation. In course of construction, the design theory of the foundation and the field measurement of its behavious are concerned by the project organization and the law of deformation of the foundation are found out. After the engineering put into production in recent years the results of the field measurement proved that the theoretical calculation is consistent with engineering practiae.In this paper some brief explanation on the assumption of the theoretical calculation are given, such as consideration of the interaction of the earthground with the foundation and the correction of rigidity in the settlement computation, adopting the assumption of approximate calculation in parts, the application of the theory of Winkler elastic foundation and the analysis of the calculation of all length foundation etc.

本项工程由国外引进,我国自行施工。这是一个长686m的复杂的大型箱体筏基,在变形计算上没有成熟的经验。在建设过程中,国内有关单位对基础进行了理论计算和实测研究,基本上搞清了基础的变形规律。工程投产几年来的实测结果证明,所作理论计算与工程实际是吻合的。本文将就其主要计算理论假定作一简要论述。如考虑地基与基础的共同作用,对计算沉降作刚度修正;截块近似计算法的假定和计算原则;文克尔弹性地基模型的应用和基础全长整体计算分析等。

This paper analyses the date obtained by long term settlement observation s on 24 rall buildings for 3-6 years in Shanghai. These are of 12-26 storeys high, and rest on pile foundation with piles of 8-50 meters long. The study of settle- ment history shows that immeduate settlement and construction settlement of the buildings are 25-45% and 45-70% of the final observed settlement respectively. It is found that the settlement is generally proportional to the equivalent breadth of the foundation. Based on the...

This paper analyses the date obtained by long term settlement observation s on 24 rall buildings for 3-6 years in Shanghai. These are of 12-26 storeys high, and rest on pile foundation with piles of 8-50 meters long. The study of settle- ment history shows that immeduate settlement and construction settlement of the buildings are 25-45% and 45-70% of the final observed settlement respectively. It is found that the settlement is generally proportional to the equivalent breadth of the foundation. Based on the elastic analysis and practical experience gained in Shanghai, aformula for settlement computation is proposed and it is reasonablly in agreement with the measured value.

本文分析了上海24幢高层建筑物历时3—6年的沉降观察资料。这些建筑物全部是桩基础,桩长8~50米,层数为12~26层。分析表明建筑物的瞬时沉降和施工期沉降为实测总沉降的25~45%和45~75%。且桩基沉降与基础等效宽度成一定比例关系。本文按照弹性理论和上海实际地基情况提出了桩基沉降计算公式,计算的沉降值与实际沉降值比较接近。

 
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