dynamic consolidation 中文意思是什麼

dynamic consolidation 解釋
動力固結
  • dynamic : adj 1 動力的，動力學的；力學（上）的；動（態）的；起動的。2 有力的，有生氣的；能動的；（工作）效...
  • consolidation : n. 1. 鞏固，強化，加強；凝固；固結，壓實，滲壓。2. 【經濟學】統一，合併，調整（期）。3. 【醫學】變實，愈合；【植物；植物學】著生。
  1. Empirical formula of reinforcement depth of dynamic consolidation in collapsible loess foundation treatment

    強夯法處理濕陷性黃土地基加固深度公式探討
  2. Research and application of the dynamic consolidation method for foundation bed treatment

    強夯法地基加固機理分析與應用
  3. Combining the project practice, it is very necessary to deeply study two consolidation methods. in this thesis, first of all, the technical characteristic and consolidation principle of dynamic consolidation method and dmm are discussed

    強夯法和深層攪拌法的加固機理不同，施工工藝也截然不同，深入研究兩種加固方法的特點，並結合工程情況選擇實施可以大大提供工程建設的功效。
  4. 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。
  5. This includes the consolidation principle, the scope of application, design method, construction technique, quality control and so on. secondly, how to select and estimate a scheme of foundation consolidation are also discussed. the technique characteristic of dynamic consolidation method and deep mixing method are analyzed in the paper

    本文首先對強夯法和深層攪拌法的技術特點和加固機理進行論述，充分闡述兩種加固方法的加固機理、使用范圍、設計方法、施工工藝和質量控制等；接著論述地基加固方案的選擇和評價方法，並分析強夯法和深層攪拌加固技術的技術特點，為工程選用合適的地基加固方案奠定基礎。
  6. There are many methods of foundation consolidation for civil engineering, such as soil exchange method, prepress method, dynamic consolidation method, vibrancy rushing method, soil and podsol dense pile method, sand pile, cement - coal - powder and gravel pile method, deep mixing method, high - pressure eject masonry, etc. the dynamic consolidation and deep mixing method ( dmm ) are very common in project construction

    目前國內外地基處理的方法很多，主要的地基處理方法包括：換填法、預壓法、強夯法、振沖法、土和灰土擠密樁法、砂樁法、水泥粉煤灰碎石樁法、深層攪拌法以及高壓噴射注漿法等。其中強夯法和深層攪拌法是工程建設中較常用的加固方法。
  7. The primary purpose of this paper is that gives a particular explanation of the work principle and construction technique for the dynamic consolidation method and ddm. it also provides the evaluating schemes for foundation consolidation. so we can get some useful methods for foundation consolidation in civil engineering

    文章的最終研究目標是詳細說明強夯法和深層攪拌樁加固技術的工作機理及施工工藝方法，並提出相應的地基加固評價選用方法，從而為工程建設中進行地基處理提供方法和依據。
  8. Dmm, which is another form of foundation consolidation, can increase the carrying capacity of soft soil and decrease the settlement and enhance the slope stabilization effect. the consolidation principle and construction techniques of dynamic consolidation method and dmm are quite different from each other

    水泥土深層攪拌法（ dmm ， deepmixingmethod ）是用於加固地基的另一種形式，利用深層攪拌法可以達到增加軟土地基的承載能力，減少沉降量，提高邊坡穩定性的功效。
  9. Experimental study on foundation improvement by dynamic consolidation on loess region

    強夯法處理黃土地區公路地基試驗研究
  10. In accordance with the construction of xi ' ning - huangyuan first class highway and machangyuan - ping ' an high - speed highway, based on a good deal of investigation, this paper studies the geologic character and the main physical mechanics of the collapsibility loess in qinghai. this paper also studies the foundation treatment effect with dynamic consolidation, impact rolling, lime pile and lime - soil cushion. to dynamic consolidation, much attention is given to the relationship between the ramming energy and the effective depth

    本文結合西湟一級公路、馬平高速公路建設，對青海地區濕陷性黃土進行了大量勘探調查，總結研究了青海地區濕陷性黃土的地質結構特點、主要的物理力學性質及其規律；並通過現場試驗，系統地研究了強夯、沖擊碾壓、灰土擠密樁和灰土換填等地基處理方法的施工工藝及處理效果。
  11. The main work includes : based on biot ' s dynamic consolidation equations, by the method of integral transform and matrix transfer, two - dimensional consolidation of layered saturated soils is studied. then, the general integral solutions of stress ( including pore pressure ) and displacement ( including fluid flow ) of any point were obtained under harmonic vibration loads according to staunch boundary condition. second, a program to verify the correctness of this dissertation is developed

    主要工作有：本文根據biot平面動力固結方程，運用積分變換和矩陣傳遞的方法，研究了成層飽和地基的二維biot固結問題，根據下邊界為不透水基巖的邊界條件，獲得了地基表面作用簡諧振動荷載時，任意點應力（包括孔壓） 、位移（包括流體流量）的一般積分形式解。
  12. Based on the test results of dynamic consolidation for the foundation of actual project, the influence of dynamic consolidation on soil ? s density, compressibility, collapsibility and so on is analyzed, and the project effect of dynamic consolidation on collapsible loess foundation is approached. at the same time, the effective influence depth is researched. lastly, the common calculation formulus of influence depth at home and abroad are assessed, and the quantitative range of influence coefficient for loess area in the western region of guanzhong is given

    根據實際工程地基強夯處理的試驗資料，分析了強夯對土體密度、壓縮性、濕陷性等性質的影響，探討了強夯法處理濕陷性黃土地基的工程效果及有效影響深度，評價了目前國內外幾種常用的影響深度計算公式的適應性，提出了適用於關中西部黃土地區的影響系數及其定量取值范圍。
  13. 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。
  14. Taking dayaowan project as an example, this paper discusses the applicable scope, construction technology and reinforcement effect of ground improvement methods including preloading, vibroflotation and dynamic consolidation

    摘要以大窯灣實際工程為背景，對堆載預壓法、強夯法、振沖加強夯法和強夯置換法的適用范圍、施工工藝和加固效果進行了研究。
  15. It gives the detailed description of its construction techniques, testing items and control standards etc. by means of relevant data, this paper probes into some problems relevant to foundation treatment by dynamic consolidation including the determination of effective strengthening depth, tamping energy level, tamping point location and rational inters pace, the selection of tamping times, the calculation of foundation bearing capacity the verification of calculating formulae, and the application of dynamic consolidation eliminating the ground

    本文通過對有關數據的分析，對強夯法加固地基的一些問題進行了探討，包括有效加固深度、夯擊能量、夯點、合理間距及夯擊遍數的確定，控制參數的選用，地基承載力的計算、消除地基土濕陷性方面的應用等。
  16. Because of the clay and aggregation in the soil, which induces the permeability to be bad, excessive pore water pressure produced in the process of dynamic consolidation does not dissipate quickly ; it will lead to the deformation and the failure of the soil

    世紀花園高飽和度地基土由於存在粘粒及集聚體，強夯后使土的滲透性變差，超孔隙壓力難以快速消散，致使土發生變形破壞。
  17. 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。
  18. The application of soft soil foundation treatment by dynamic consolidation in high fill culvert design

    強夯處理軟弱地基在高填土涵洞設計中的應用
  19. Based on the researches at home and abroad, aiming at the application of dynamic consolidation in compacting loess embankment, this paper makes assessments and analyses of the concerned factors and provides the laws of dynamic consolidation dealing with loess embankment according to the large - scale model test indoor ; combined with tonghuang highway construction, field tests of dynamic consolidation dealing with loess embankment is carried out in the representative loess - embankment experimental sites and some regularities of loess before and after handled by dynamic consolidation is put forward by physico - dynamic property experiments and electron - analysis ; at last, the author makes a systematic analysis of information related and presents the applicable condition, compacting technique and checking method which applies to dynamic consolidation dealing with loess embankment on the basis of field tests and model experiments indoor

    本文在國內外資料調研基礎上，針對強夯法在黃土路堤壓實施工中的應用，對強夯處理黃土路堤的有關因素進行了評價分析，並通過室內大比尺模型試驗得出強夯壓實黃土路堤的規律；結合銅黃公路建設，選擇典型黃土路堤試驗段，進行了強夯壓實黃土路堤的各項現場試驗，通過物理力學性質試驗和電鏡分析得出強夯前後黃土料壓實體的有關規律；最後，在室內外各項試驗基礎上，對有關資料進行了匯總分析評價，提出了強夯處理黃土路堤的適用條件、施工工藝及檢測方法。
  20. Study on surface contact stress distribution properties for multi - layered foundation during dynamic consolidation

    強夯作用下成層地基的表面接觸應力分佈特徵
分享友人
分享到 Line

分享到臉書