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   连续墙基础 的翻译结果: 查询用时:0.193秒
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连续墙基础
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  continuous wall foundation
     The Construction of an Under ground Continuous Wall Foundation at the Bridge site of “Sangbugongji Bridge”
     桑布贡吉桥护岸地下连续墙基础施工
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  “连续墙基础”译为未确定词的双语例句
     MARC,a 3-D finite element numerical simulation is carried out for the settlement of diaphragm wall foundation in loess by the Druker-Prager model.
     MARC,采用Druker-Prager模型对黄土地层中地下连续墙基础的沉降进行了三维有限元数值模拟,计算结果表明:墙芯土的竖向变形主要发生在墙顶附近;
短句来源
     The calculating model of a hollow foundation was established in designing this foundation,which hoppened to be in conformity with the research results.
     结果表明,连续墙基础内侧土体不提供竖向摩擦力和水平抗力,在设计这种基础时可按空心基础建立计算模型。
短句来源
     Study on Settlement of Diaphragm Wall Foundation of Large Span Bridge in Loess Area
     黄土地区大跨度桥梁地下连续墙基础沉降研究
短句来源
     Manual Excavated Continuous Concrete Wall of the Arch Bridge Abutment Foundation in the Loess Region
     黄土地区拱桥桥台人工开挖地下连续墙基础
短句来源
     Test and Research on Bearing Behavior of Diaphragm Wall Foundation in Loess Area
     黄土地区地下连续墙基础承载特性试验研究
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  相似匹配句对
     Numerical Analysis for Settlement of Diaphragm Wall Foundation
     地下连续基础沉降数值分析
短句来源
     THE APPROACH ON CONSTRUCTING LARGE FOUNDATIONS WITH FROZEN CONTINUOUS WALLS
     利用冻土连续施工大型基础的探讨
短句来源
     The basement is supported by pile-raft.
     地下室采用桩筏基础和地下连续
短句来源
     Application of Underground Continuous Wall as Bridge Foundation in Soft Soil Region
     地下连续作为桥梁基础在软土地区的应用
短句来源
     The construction of continuous concrete wall
     地下连续的施工
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More and more diaphragm closed walls are employed in bridge engineering.To provide rational parameters for future dsigns and construction, an in-situ horizontal static load test of diaphragm wall models in loess subgrade Q4 was carried ot for the first time in our country.This paper analyses level bearing capacity of the diaphragm wall,and the characteristics of the mobilization of front resistance and skin level friction with the development of the displacement and the mutual influence between them. The calculation...

More and more diaphragm closed walls are employed in bridge engineering.To provide rational parameters for future dsigns and construction, an in-situ horizontal static load test of diaphragm wall models in loess subgrade Q4 was carried ot for the first time in our country.This paper analyses level bearing capacity of the diaphragm wall,and the characteristics of the mobilization of front resistance and skin level friction with the development of the displacement and the mutual influence between them. The calculation modle for skin level friction is also provided in this paper for engineers.

在桥梁工程中,地下闭合连续墙基础将会被采用的越来越多.为了给以后设计和施工地下墙基础提供合理的依据,我们在国内首次进行了黄土地基中两个单片地下墙的水平承载及侧墙面摩阻力的现场模型试验,分析和研究了两种受力性状地下墙的横向承载和不同墙面上水平摩阻力与土抗力随位移发展而发挥作用的特性,并提出了土阻扰与摩阻力相关计算模式,可供工程界参考应用.

This paper describes the construction features of a bridge site bank protection project in a “Foreign Aid Service”. By using the technology of “two drilling and one digging” and by means of self manufactured sheet guideing bucket frame and hydraulic automatic controlling system, an underground continuous reinforced concrete wall with a thickness of 0.8m, a depth of 17.8m and a length of 105.2 m was completed. This set of equippment is suitable for soils with density number N less than 30 and depth up to...

This paper describes the construction features of a bridge site bank protection project in a “Foreign Aid Service”. By using the technology of “two drilling and one digging” and by means of self manufactured sheet guideing bucket frame and hydraulic automatic controlling system, an underground continuous reinforced concrete wall with a thickness of 0.8m, a depth of 17.8m and a length of 105.2 m was completed. This set of equippment is suitable for soils with density number N less than 30 and depth up to 20 m.

介绍援外桥梁护岸工程,采用两钻一挖工艺,自制导板抓斗机架,设置液压自控系统完成厚0.8m、深17.8m、长105.2m钢筋混凝土地下连续墙基础施工实况。机具可在挖深20m内、土密实度N<30时适用。

The results have shown that vertical friction force and horizontal resistance did not appear in the soil column inside the diaphragm wall type digging well foundation.The calculating model of a hollow foundation was established in designing this foundation,which hoppened to be in conformity with the research results.A history case of the first diaphragm wall type digging well foundation of railway bridge in China is given.

论述了在Q3黄土地层内两个相同外尺寸,按12比例尺进行的桥梁实体挖井基础和连续墙挖井基础的模型试验及有限元分析。结果表明,连续墙基础内侧土体不提供竖向摩擦力和水平抗力,在设计这种基础时可按空心基础建立计算模型。同时还介绍了国内第一个铁路桥梁连续墙挖井基础工程实例。

 
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