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柔性基础复合地基
相关语句
  flexible foundation composite ground
     Directed against the composite formed by the powder deep mixing piles under the embankment, the paper puts forward the flexible foundation composite ground.
     针对路堤下粉喷桩复合地基工程,本文提出了柔性基础复合地基概念。
短句来源
     At present, the theory of rigid foundation composite ground is used to design the flexible foundation composite ground, and there are some unsuitable aspects.
     由于目前柔性基础复合地基的设计计算采用的是刚性基础复合地基理论,因而存在许多不适之处。
短句来源
     Directed against this, through FEM, model test and in-situ test, the paper studies the stress, deformation and strength properties of the flexible foundation composite ground, modifies the formula of the rigid foundation composite ground.
     针对这一问题,通过仿真分析、室内模型试验及现场测试,对柔性基础复合地基的受力、变形及强度性状进行了系统研究,修正了现有的设计计算公式。
短句来源
     Based on the program of MARC, the paper studies the factors which affect the stress, deformation and strength properties of the flexible foundation composite ground, confirms the failure mode of the flexible foundation composite ground, argues the affection of the pile and the foundation stiffness to the bearing capacity of the soil in the composite foundation.
     运用MARC软件,分析了柔性基础复合地基受力、变形及强度性状的影响因素及其影响程度,确定了柔性基础复合地基的破坏模式,讨论了桩与基础刚度对桩间土承载力的影响。
短句来源
     Based on the above results, knowledge of soil mechanics and elastic mechanics, the paper establishes the P- 8 calculating formula of the flexible foundation composite ground.
     根据上述分析结果,运用土力学及弹性力学的基本知识,推导了柔性基础复合地基的P—δ关系式。
短句来源
  flexible foundation and composite ground
     Finite element analysis of mechanical behaviors of flexible foundation and composite ground
     柔性基础复合地基力学性状的有限元分析
短句来源
     Finite Element Analysis of Pile-soil Stress Ratio of Flexible Foundation and Composite Ground
     柔性基础复合地基桩土应力比的有限元分析
短句来源
     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。
短句来源
  “柔性基础复合地基”译为未确定词的双语例句
     Research on Properties of Flexible Foundation Composite Ground
     柔性基础复合地基性状研究
短句来源
     Settlement of Composite Foundation under Soft Base Slab
     柔性基础复合地基沉降计算
短句来源
     On the basis of this, the paper modifies the bearing capacity formula of the deep mixing pile in the criterion.
     在此基础上,对规范中深层搅拌桩复合地基承载力的计算公式进行了修正,使其适用于柔性基础复合地基
短句来源
     The author analyses the composition properties of after-construction settlement based on studying two construction case through data processing and theoretical calculation.
     结合两个工程实例通过数据处理及理论计算,分析了柔性基础复合地基的工后沉降组成特征,研究了粉喷桩加固软土地基的固结机理。
短句来源
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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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