Chinese translation for "砼防渗墙"
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- concrete cutoff wall
Related Translations:
砼枕: concrete sleeper concrete tie 钢筋砼渡槽: reinforced concrete flume
- Example Sentences:
| 1. | Concrete anti - leakage wall construction using the water - jet method 射水法造砼防渗墙施工方法 | | 2. | Discussion on the construction technique of the concrete wall against seepage in the reservoir project reinforced 除险加固水库中砼防渗墙的施工 | | 3. | Design of demolition blasting of complicated structure of concrete cut - off wall in second - stage downstream cofferdam of three gorges project 三峡二期下游围堰砼防渗墙复杂结构拆除爆破设计 | | 4. | Concrete diaphragm wall is one type of underground continuous wall , which is adopted extensively in depending seepage for water conservancy and reservoir 砼防渗墙是地下连续墙的一种,在水利工程围堰防渗、水库防渗等方面广泛地采用。 | | 5. | Abstract : the construction process and construction scheme and quality of impermeable concrete wall of jiepai pivotal engineering is briefly introduced . the specific steps are put forward for the construction questions 文摘:简要介绍了界牌枢纽砼防渗墙施工工艺、方案和质量情况,并针对工程施工中遇到的问题,提出了具体措施 | | 6. | This paper analyzes and explores stress strain model and principle of the project of concrete diaphragm wall after concluding other engineers and project practices and describing the seepage and deformation character of the plastic concrete used in the cofferdam of the second stage of the three gorges project . we analyze and forecast the change trend by using mathematics statistics regression , then we get the best regression equation . finished it , we used this way to the cofferdam of the second stage of the three gorges project . it proves that the method which i have introduce in this article is effective for the stability of concrete diaphragm wall and it is also a valid for supervising cofferdam security after using it in many projects 本文在总结前人和其他工程实践的基础上,结合三峡二期土石围堰实例综合分析塑性混凝土防渗墙的渗透和变形特性,对三峡二期围堰砼防渗墙的应力应变模型、原理进行了分析、探讨,在监测分析资料的基础上进行数学统计回归分析,并对变形进行预测,通过对砼防渗墙及堰体的应力应变监测数据进行数学统计回归分析,得出了最佳回归方程,并对三峡二期围堰变形进行预测,达到了对围堰安全性监测评价的最佳效果。 | | 7. | A design example is introduced in this paper where the concrete watertight wall with low elasticity module is used to strengthen the earth - rock dam of qing shan reservoir , and it is a new type of concrete watertight walls whose elasticity module and crush strength of its wall material lie between normal and plastic concrete 本文是关于用低弹模砼防渗墙加固青山水库土石坝的设计实例,其墙体材料的弹性模量和抗压强度界于普通和塑性混凝土之间,是一种新型的混凝土防渗墙。 | | 8. | In this paper , the stresses of concrete watertight walls with different elasticity modules are calculated , according to deformation compatibility and boundary conditions of watertight walls and soil layers around , and some factors such as durability of walls are considered , the optimal wall intensity and the corresponding elasticity module are determined , thereby the mixing ratio of wall material can be ascertained by test 文章通过对不同弹模的砼防渗墙的应力计算,按照防渗墙与周围土层的变形协调性能和边界条件,并考虑墙体的耐久性等因素,确定最优的墙体强度及相对应的弹性模量,进而通过试验确定墙体材料的配合比。 | | 9. | According to the documentation collected from domestic and abroad wang wei dong who works in huadong architect and structure institute utilizes the similar work property between the underground continuous wall and pile subjected the vertical loads , and introduces poulos method of elasticity and plastic which applies to pile foundation into the calculation for subsidence of underground continuous wall . pujialiu and yu yuzhou from water and electronic engineering of qinghua university , according to the result of three axes , define the concrete parameter utilize the model of non - linear e - b combined with the design cross section of dam in xiaolangdi , yellow river accept the total stress programme of thepd dam , and we analyze the stress and displacement of plastic concrete diaphragm wall by finite element method in comparison with the result of common concrete one . at same time , we consider the effect of the character of plastic concrete diaphragm wall which is composed of different gradients and adopting the level of stress and pulling stress infers whether the plastic concrete diaphragm wall is safe or not 地下连续墙是一种历史较短的施工方法,目前,砼防渗墙的设计还是以传统的设计方法为主,根据查找国内外文献资料,华东建筑设计院王卫东利用地下连续墙与桩在竖向荷载作用下的工作性能有相似性,将适用于桩基的poulos弹性理论引入对地下连续墙的沉降计算中;清华大学水利水电工程系濮家骝、于玉贞根据三轴试验结果确定混凝土的参数,利用非线性e - b模型,结合黄河小浪底土石坝设计剖面,采用thepd土石坝总应力程序,对深覆盖层塑性混凝土防渗墙的应力、位移进行有限元分析,并与普通混凝土防渗墙计算结果加以对比,同时分析了不同配比塑性混凝土特性的影响,并采用应力水平和拉应力数值来判断塑性混凝土防渗墙的安全程度。 | | 10. | During the course of stress calculation , the concrete watertight wall and the soil around are supposed to be linear elastic material , the onsolidation of dam is supposed to be completed before the watertight wall is constructed , the contact element is adopted to simulate the interface between the dam and watertight wall , and the completed before the watertight wall is constructed , the contact element is adopted to simulate the interface between the dam and watertight wall , and the influence towards the stress of watertight wall when water elevation changes is calculated by fem 应力计算时将砼防渗墙及周围土体假设成线弹性材料,假设在防渗墙施工时坝体固结已经完成,用接触单元模拟坝体和防渗墙之间的接触面,利用有限元计算出水位变化对防渗墙应力的影响。 |
- Similar Words:
- "砻糠" Chinese translation, "砻市" Chinese translation, "砟" Chinese translation, "砼" Chinese translation, "砼导管,活节管" Chinese translation, "砼封堵" Chinese translation, "砼搅拌机" Chinese translation, "砼结构构件制造" Chinese translation, "砼强度检验评定标准" Chinese translation, "砼强度检验与评定标准" Chinese translation
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