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涵洞顶部
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  top of conduit
     Reinforcement of the top of hydraulic conduit damaged by water flow is still a problem in the current hydraulic management This paper made an introduction to a kind of new technology applied to reinforcing the top of conduit by reinforced concrete furring, which enables the new and old concrete tightly joint to work together
     水工涵洞顶部水毁加固补强 ,是目前水工管理工作中的一个难题。 本文介绍了水工涵洞顶部钢筋混凝土贴面补强的一种施工新技术 ,该技术具有一定的独特性和新颖性 ,可使新旧混凝土有效严密贴合、共同工作。
短句来源
  “涵洞顶部”译为未确定词的双语例句
     Analysis on Influence Factors of Vertical Earth Pressure on Reinforced Concrete Culverts
     钢筋混凝土涵洞顶部垂直土压力影响因素研究
短句来源
     Plastic Analysis of Vertical Pressure on Top of Culverts
     上埋式涵洞顶部垂直土压力的塑性分析
短句来源
     Study on Calculating Methods of Vertical Pressure on Top of Culverts
     上埋式涵洞顶部垂直土压力计算方法探讨
短句来源
     4. The paper puts forward the simplified calculating method of soil stress of the culvert top on the foundation of numerical simulating and centrifuge modeling.
     4 在数值模拟和室内离心机模型试验的基础上,提出了高填方涵洞顶部土压力简化计算方法。
短句来源
     In this paper, elastic-nonlinear theory and Mhor-Coulomb failure criterion are used to analyse the vertical loading pressure on top of ferroconcrete culvert by FEM,and the relations between the vertical pressure and foundation modulus,slope,and thickness of soil filled are discussed mainly. Finally it is presented that the coefficient of loading pressure, namely the value of,is from 0.6 to 1.4 continuously.
     利用弹性非线性理论和Mohr Coulomb破坏准则,采用有限元方法对钢筋混凝土涵洞顶部垂直土压力进行分析,主要讨论了洞顶垂直土压力与地基弹模、边坡、上覆土体厚度等之间的关系,所得的土压力系数在0.6~1.4之间连续变化。
短句来源
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  相似匹配句对
     Plastic Analysis of Vertical Pressure on Top of Culverts
     上埋式涵洞顶部垂直土压力的塑性分析
短句来源
     Analysis on Influence Factors of Vertical Earth Pressure on Reinforced Concrete Culverts
     钢筋混凝土涵洞顶部垂直土压力影响因素研究
短句来源
     The Energy Efficient Analysis of Top Daylighting System
     顶部采光的节能分析
短句来源
     The research on engineering database of culvert
     涵洞工程数据库的研究
短句来源
     Top drive drilling system(一)
     顶部驱动钻井装置(一)
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Reinforcement of the top of hydraulic conduit damaged by water flow is still a problem in the current hydraulic management This paper made an introduction to a kind of new technology applied to reinforcing the top of conduit by reinforced concrete furring, which enables the new and old concrete tightly joint to work together

水工涵洞顶部水毁加固补强 ,是目前水工管理工作中的一个难题。本文介绍了水工涵洞顶部钢筋混凝土贴面补强的一种施工新技术 ,该技术具有一定的独特性和新颖性 ,可使新旧混凝土有效严密贴合、共同工作。

In this paper, elastic-nonlinear theory and Mhor-Coulomb failure criterion are used to analyse the vertical loading pressure on top of ferroconcrete culvert by FEM,and the relations between the vertical pressure and foundation modulus,slope,and thickness of soil filled are discussed mainly. Finally it is presented that the coefficient of loading pressure, namely the value of,is from 0.6 to 1.4 continuously.

利用弹性非线性理论和Mohr Coulomb破坏准则,采用有限元方法对钢筋混凝土涵洞顶部垂直土压力进行分析,主要讨论了洞顶垂直土压力与地基弹模、边坡、上覆土体厚度等之间的关系,所得的土压力系数在0.6~1.4之间连续变化。

In this paper, elastic theory is used to analyze the vertical loading pressure on top of positive buried ferroconcrete culvert on the basis of equilibrium condition of force and deformation accordant condition,and obtain a formula of calculating loading pressure of soil. And then the relations between the vertical pressure and internal friction angle of soil filled,the ratio of soil filled modulus and foundation modulus,the ratio of width and height of culvert,thickness of soil filled are discussed mainly. Finally...

In this paper, elastic theory is used to analyze the vertical loading pressure on top of positive buried ferroconcrete culvert on the basis of equilibrium condition of force and deformation accordant condition,and obtain a formula of calculating loading pressure of soil. And then the relations between the vertical pressure and internal friction angle of soil filled,the ratio of soil filled modulus and foundation modulus,the ratio of width and height of culvert,thickness of soil filled are discussed mainly. Finally it is presented that the coefficient of loading pressure is variable from 1.01 to 1.43 continuously.

利用弹性理论对上埋式钢筋混凝土涵洞顶部垂直土压力的计算方法进行了探讨,根据力的平衡条件和变形协调条件得到一个土压力计算公式,并由此分析填土内摩擦角、填土与地基的弹模比及涵洞的宽高比等因素对洞顶土压力的影响,所得的洞顶土压力系数在1.01~1.43之间连续变化。

 
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