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柔性基础下复合地基
相关语句
  composite ground under flexible foundation
    Field experimental study on pile-soil stress ratio of composite ground under flexible foundation
    柔性基础下复合地基桩土应力比现场试验研究
短句来源
    Study on Load Transfer Mechanism and Deformation Characteristics of Composite Ground under Flexible Foundation
    柔性基础下复合地基荷载传递机理及变形特性研究
短句来源
    The Analysis of Mechanical Characters of Composite Ground under Flexible Foundation
    柔性基础下复合地基力学性状分析
短句来源
    Numerical analysis of settlement characteristics of underlying soil layer of composite ground under flexible foundation
    柔性基础下复合地基下卧层沉降特性的数值分析
短句来源
    Therefore, it has great significance to study on the load transfer mechanism and deformation characteristics of composite ground under flexible foundation.
    因此开展柔性基础下复合地基的荷载传递规律及其变形特性的研究具有重要意义。
短句来源
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  composite foundation under flexible base
    Research Status Analysis of Composite Foundation Under Flexible Base
    柔性基础下复合地基研究现状分析
短句来源
    The application of a composite foundation under flexible base slab is quite extensive; yet its theory of calculating settlement deformation needs to be further researched.
    柔性基础下复合地基应用相当广泛 ,但其沉降变形计算理论尚待进一步研究。
短句来源
    With the wide application of composite foundation technology, there have been some relatively perfect theories and methods for the performance analysis of composite foundation under rigid base, while those for the performance analysis of composite foundation under flexible base are still not ripe.
    随着复合地基技术的广泛应用,刚性基础下复合地基性状分析已有了一些相对完善的理论和方法,而对柔性基础下复合地基性状分析在理论和方法上都还不成熟。
短句来源
  “柔性基础下复合地基”译为未确定词的双语例句
    A PHYSICAL MODELING STUDY ON COMPOSITE SUBGRADES UNDER FLEXIBLE FOUNDATIONS
    柔性基础下复合地基模型试验研究
短句来源
    There are a lot of factors influencing its value. The method of three dimensional nonlinear finite element is used to analyze the stress ratio between pile and soil in flexible foundation composite ground in this article. The relationships among the pile soil stress ratio and pile soil relative stiffness, pile length, foundation stiffness are obtained from the analysis.
    在考虑了复合地基中各种材料的非线形特性的基础上 ,讨论了高填土路堤这类柔性基础下桩土类复合地基桩土应力比同桩土间相对刚度、荷载水平及桩体桩长等因素的关系 ,同时通过改变基础刚度值 ,分析在不同的基础刚度复合地基中桩土应力比的变化 ,找出刚性基础和柔性基础下复合地基中桩土应力比存在的某些差异
短句来源
    MODEL TESTS ON COMPOSITE GROUND UNDER SOFT AND STIFF FOUNDATION
    刚性基础与柔性基础下复合地基模型试验对比研究
短句来源
    There have been some relatively perfect theories and methods for the performance analysis of composite foundation under rigid infrastructure, while those for the performance analysis of composite foundation under flexible infrastructure are still not perfect. At present, the research on composite foundation under flexible infrastructure still uses the theoretical hypothesis under rigid infrastruture, which bring some problems in the practical application and the theory research.
    目前刚性基础下复合地基性状分析已有了一些相对完善的理论和方法,而在柔性基础下复合地基性状分析在理论和方法上都还不成熟,柔性基础下复合地基研究仍沿用了刚性基础下复合地基的理论假设,因此在理论研究和实际工程中存在着一些问题。
短句来源
    Both the theoretical research and the testing results indicate that much difference exists in the composite ground under the flexible and the rigid foundation. Once the existing composite ground theory, which is applicable to the rigid foundation, is applied to the flexible foundation, such as highway embankment, the larger computational errors will be induced and the result is apt to insecurity.
    理论研究和测试结果均表明柔性基础下复合地基与刚性基础下复合地基性状存在较大的不同,若将现有的刚性基础下复合地基的理论应用于公路路堤等柔性基础下复合地基,将会引起较大的误差,且结果偏于不安全。
短句来源
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The application of a composite foundation under flexible base slab is quite extensive;yet its theory of calculating settlement deformation needs to be further researched.By using FEM program,the deformation field of the composite foundation under different base slab has been studied.The influences on the deformation property have been analyzed.Many useful conclusions,such as the best modulus of pile and the best length of pile and the best replacement ration also have been obtained through the study.

柔性基础下复合地基应用相当广泛 ,但其沉降变形计算理论尚待进一步研究。通过对不同刚度基础下复合地基沉降变形的有限元模拟分析 ,详细对比分析了不同刚度基础下复合地基沉降变形性状 ,总结出许多具有应用价值的结论

Taking material nonlinear characteristics into consideration, some tentative analysis of the flexible foundation and composite ground has been done by means of finite element method. For this kind of composite ground, some basic regularity of the load distribution, load transferring and variation along depth, deformation characters, and so on, have been obtained.

通过有限元分析方法,考虑复合地基中各种材料的非线性特性,对柔性基础下复合地基的力学性状作了初步的数值模拟分析,找出了柔性基础复合地基桩土间的荷载分担、荷载沿深度变化和传递、桩土间相互作用、变形特性等力学性状的一些基本规律。

A pile soil stress ratio is a significant parameter in composite ground design, it is a factual working status of stress distribution between pile and soil in composite ground. The stress ratio between pile and soil is not a constant. There are a lot of factors influencing its value. The method of three dimensional nonlinear finite element is used to analyze the stress ratio between pile and soil in flexible foundation composite ground in this article. The relationships among the pile soil stress ratio and...

A pile soil stress ratio is a significant parameter in composite ground design, it is a factual working status of stress distribution between pile and soil in composite ground. The stress ratio between pile and soil is not a constant. There are a lot of factors influencing its value. The method of three dimensional nonlinear finite element is used to analyze the stress ratio between pile and soil in flexible foundation composite ground in this article. The relationships among the pile soil stress ratio and pile soil relative stiffness, pile length, foundation stiffness are obtained from the analysis.

通过有限元分析方法 ,对柔性基础复合地基桩土应力比问题进行了研究 .在考虑了复合地基中各种材料的非线形特性的基础上 ,讨论了高填土路堤这类柔性基础下桩土类复合地基桩土应力比同桩土间相对刚度、荷载水平及桩体桩长等因素的关系 ,同时通过改变基础刚度值 ,分析在不同的基础刚度复合地基中桩土应力比的变化 ,找出刚性基础和柔性基础下复合地基中桩土应力比存在的某些差异

 
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