夯土機 的英文怎麼說

中文拼音 [bèntǔjī]
夯土機 英文
rammer; tamper; earth rammer; rammer compactor
  1. Abstract : the mechanism of the combining work of gravel piles and dynamic consolidation method used in improving soft soil foundations is mainly discussed. based on an example introducing the application of the new method, some problems exiting in the practice are debated

    文摘:就碎石樁法與強夯法結合處理軟土地基工藝的機理作一探討，並結合工程實例， ，就實際存在的幾點問題進行了討論。
  2. Appraise the test scheme of dynamic consolidation of each test district before test and make optimization suggestions ; 4. the grain - size distrilidation of the underlayer of dynamic consolidation has great on consumption of the energy i, the better the dynamic consolidation effect is ; 5. the deformation effect of dynamic consolidation foundation is that not only the settlement deformation of foundation will decrease greatly after pounding, but residual settlement deformation in each test district are compared, it can be concluded that the deformation stability of foundation of the runway engineering of pu - dong airport can satisfy the design requirment through dynamic consolidation according to optimized test scheme. but the underlayer of dynamic consolidation should be made when pounding

    論文的主要工作和研究認識如下： （ 1 ）確定必要的強夯施工參數； （ 2 ）對既有砂性土又有粘性土地基的最佳夯擊次數的確定方法進行了探討； （ 3 ）對試驗前各試驗小區的強夯試驗方案進行了評價，並提出了優化建議； （ 4 ）強夯墊層材料的級配對夯擊能的消耗有很大影響，級配好的墊層對夯擊能的傳遞比級配差的墊層效果好； （ 5 ）強夯地基的變形效應主要是指夯后地基不但沉降變形會大幅度降低，而且剩餘沉降變形會緩慢地發生； （ 6 ）在比較各試驗小區的變形穩定性后，按照優化后的試驗方案進行強夯處理，則浦東機場場道工程地基的變形穩定性能滿足設計要求，但須在處理時施加強夯墊層。
  3. Railway track construction and maintenance plant. tamping and levelling machines with continuous progress. specifications

    鐵路建造和維護設備.連續行進的打夯機與平土機.規范
  4. A3. initially, 12 types of commonly used equipment are included in the qpme system. they are : tracked bulldozer ; wheeled bulldozer ; tracked loader ; wheeled loader ; excavator ; generator ; mobile crane ; vibratory roller ; road roller ; asphalt paver ; vibratory compactor ; and power rammer

    答3優質機動設備制度初步會採用12類常見的設備，分別是: 1履帶式推土機; 2輪動式推土機; 3履帶式搬土機; 4輪動式搬土機; 5挖土機; 6發電機; 7流動起重機; 8振蕩式滾壓機; 9道路滾壓機; 10瀝青攤鋪機; 11振動式壓實機及12機動夯土機。
  5. Finally summarizing comprehensively various measures deals with collapsible loess, aiming at property and actual condition of collapsible loess at guanzhong area, taking example for foundation trea tment of xianyang aerodrome speedway, investigating and demonstrating many projects on foundation treatment and think dynamic compaction and lime - soil compaction pile are fit to treat collapsible loess of this section, designing both of the projects and hope to offer suggestions to engineering practice

    最後全面總結了濕陷性黃土處理的各種措施，針對關中地區濕陷性黃土的特點和實際情況，以咸陽機場高速公路路基處理為例，對多種地基處理方案進行研究論證后認為，強夯法和灰土擠密樁法適合該路段濕陷性黃土處理，並分別對這兩種方案進行了設計，以期給工程實踐提供建議值。
  6. Through researching on the classification and form mechanism of loess pitfall, some methods treating the pitfall in collapsibility loess roadbed such as grouting, geocell, explosion, dynamic consolidation and sddc etc. are put forward and the suitable terms of various kinds of methods and their own pluses and minuses have been discussed

    通過對黃土陷穴的分類、形成機理進行分析研究，提出了灌漿法、土工格室、爆破法、強夯法、 sddc法等幾種濕陷性黃土路基陷穴處理的方法，並分析了各種方法的適用條件和各自的優缺點。
  7. In the paper, through the example of the waiting hall of xt an international airport, several main questions meet in the design have been discussed, analyzed and solved, which include in negative friction force around pile in collapsible loess, the calculating method of bearing capacity of pile. the crack control methods of analysis and design in the super - length reinforced structure have been tested in the project, and reached the effect to be hoped

    本文通過西安咸陽國際機場新航站樓工程設計的具體實例，分析、論述了建築結構在設計中遇到並解決的幾個主要問題：如自重濕陷性黃土場地樁基負摩阻力問題；淺層土雖經強夯但下層土仍有可能產生負摩阻力時樁的承載力計算方法；對鋼筋混凝土結構的裂縫控制實現超長設計的分析和設計對策，經過工程驗證，達到了預期的效果。
  8. The present paper, based on practice of dynamic compaction to eliminate sandy soil liquefaction on shi - an expressway, is presenting a penetrated analysis of working properties and mechanism of consolidation of dynamic compaction. some construction co - efficient have also been presented for reference in highway construction. meanwhile, in combination with the flat board static load tests, a simple and easy - to - look analysis model has been proposed for composite ground of macadam ( fly - ash ) the present paper concludes that dynamic compaction for treatment of sandy soil liquefaction is an effective approach

    本文結合石安高速公路建設中採用強夯法處治砂土液化地基的工程實踐，對強夯法的工作性狀和加固機理做了剖析，對強夯施工參數提出了在公路領域中的選用特點和方法，同時，結合野外的平板靜載試驗，提出一個簡單直觀的碎石（粉煤灰）樁復合地基分析模型。
  9. Mobile road construction machines - safety - part 3 : specific requirements for soil stabilization machines ; german version en 500 - 3 : 1995

    移動式築路機械.安全性.第3部分:夯土機特殊要求
  10. Mobile road construction machinery - safety - specific requirements for soil stabilization machines

    移動式築路機械.安全.第3部分:夯土機械的特殊要求
  11. Based on the theory of modern foundation soil science and unsaturated soil mechanics, the author has tried to combine microstructure properties with macro - mechanical behavior of soil consistently. the strength and deformation properties of high - saturated soil have been investigated, and the constitutive model of the tamped soil has been built. these have not been reported in related literatures available, and thus are the innovation of this paper

    以現代土質學、非飽和土力學理論為指導，將土的微觀結構特性與宏觀力學行為有機結合起來，研究強夯后高飽和度地基土的強度和變形特性，建立高飽和度地基土的本構模型，國內外尚未見相關文獻報導，這是本論文的創新之處。
  12. Soil compacting machine

    土壤夯實機
  13. Abstract : this paper firstly introduces the origination, used scope, advantage and disadvant age of heavy tamping, and discusses its consolidation theory. then introduces and analyses an example for dealing with weak subgrade in shenzhen ji - he highway

    文摘:論述了強夯法加固機理.在此基礎上，介紹了強夯法在深圳機荷高速公路軟土地基處理中的一例應用，並作了簡要分析
  14. Further researches aimed to the study of the effect of treatment and the analyses of the designing method are essential desired o promote the level of application. based on the analyzing the method of designing the dynamic compaction in the world and studying the force mechanism of dynamic compaction

    本文在綜合分析和歸納目前國內外強夯技術和強夯方法的基礎上，通過深入分析土的動力固結特性和震動波壓密理論，對強夯加固地基的作用機理進行了深入的探討，提出了強夯加固軟弱地基的一些新觀點。
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