夯壓 的英文怎麼說

中文拼音 [bènyā]
夯壓 英文
compaction
  1. Test method for soil compaction using a rammer

    用夯錘壓實土壤的試驗方法
  2. In order to increase the walking speed of the rolling ramper, optimize the structure and remedy its shortage, the paper, on the basis of deeply r esearching t he p rincipal t heory of rolling t amper, b ring forward t wo n ew d ifferent advanced models

    為提高滾壓夯的行走速度、優化結構、彌補不足，本文在深入研究滾壓夯的工作原理的基礎上，提出了兩種改進模型。
  3. 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。
  4. 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。
  5. Abstract : based on the analysis of pipe ramming procedure, thi s paper presented the method calculating the ramming resistance force according to the results of strata pressure and dynamic probing, and the method calculating displacement, li mit length of rammed pipe and max. pressure inside pipe according to wave dynami cs

    文摘:分析了夯管錘夯入鋼管的過程，提出了依據地層壓力和動力觸探結果計算夯入鋼管阻力的方法；還提出了應用波動力學計算夯入鋼管位移、極限鋼管夯入長度及鋼管內最大壓應力的方法。
  6. Because of deposit the ground form, wide soft soil and large thickness, we should use the methods to set up the standard design., such as to change and fill out a stone, lump block of stone of the strong rammer and split off the thick liquid of note and so on

    摘要深圳市港灣大道沿線屬前海灣沿岸海漫灘沉積地貌，軟土層分佈范圍廣、厚度大、性狀極差，闡述該路採用的換填塊石、劈裂注漿、插板排水堆載預壓、強夯塊石墩等地基處理方法，進行了標準設計。
  7. Plate vibratory compactor is the same with building site roadbed and road shoulder road maintain n pitch road surface remedy and tamp of channel and trench, either auto timing tread or original tamp, manipulate simpleness and freely, work efficiency high. dynamic properties of the plate vibratory compactor are studied, and the compaction process is theoretically discussed in this paper

    平板振動夯適用於建築工地、路基路肩、道路維修、瀝青路面修補及溝渠的夯實平整，既可自動調速行走，也可原地夯實，操作簡單自如，工作效率高。為了探索平板振動夯在壓實過程中的動力學特性，以便為平板振動夯的研製提供理論基礎。
  8. 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。
  9. 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。
  10. Standard practice for pressing and drying refractory plastic and ramming mix specimens

    壓制和乾燥耐火塑料及夯實混合樣件的標準實施規程
  11. 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。
  12. 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。
  13. This paper discusses the performance and working principle of pressure feedback controlled hydraulic taming and drawing equipment and puts forward that with the shock pressure changing reasonably according to the resistance, the shock energy and frequency can change independently and steplessly

    摘要對壓力回饋控制液壓夯拔裝置的性能和機理進行了分析，提出了針對立柱阻力適時調節系統的沖擊壓力，可實現沖擊能和沖擊頻率的獨立無級調節。
  14. Today we offer our customers a wide range of manily hand ? operated machines and equipment for soil compaction, from our smallest rammer, weighing in at barely 50 kilos, to the heavy duty plates, which tip the scale at 800 kilogrammes operating weight. the range also includes ride ? on rollers

    今天，我們提供更多的手控壓實機械供客戶選擇-從最小的僅重50公斤的振動夯到800公斤操作重量的重型平板夯，還包括騎跨式壓路機。
  15. 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。
  16. Using mounts of r - surface wave data sampled by practical engineering of dynamic compaction. the compaction degree and uniformity of dynamic foundation are systematically discussed in the thesis. the collected data of in situ testing, combined with r - wave velocity parameter, was used to develop the way to estimate the bearing capacity by multi - parameter and neural network

    通過實際強夯地基處理工程的大量瑞雷面波資料的採集、資料的處理，以及成果的分析，對強夯地基的壓實度、均勻性進行研究和系統性探討；收集了原位測試數據，並結合瑞雷面波波速參數，開展多參數擬合和神經網路預測地基承載力的研究。
  17. The paper got the detailed results that how the change of the structural parameters and the soil parameters joining in vibration influence the stability and walking velocity of the system. meanwhile, the paper got the optimal structural and run - time parameters, and acquired the main factors limiting walking speed of rolling tamper and their optimal values

    通過大量的模擬，得出了模型的結構參數以及土壤參振參數的變化對系統穩定性、行走速度影響的具體結果，得到了較為優化的結構參數和運行參數，從而找出了影響滾壓夯行走速度的主要因素及其最優值。
  18. Three experimental schemes were taken, including the draining plastic board and pre - compression with stacking load, the draining plastic board and punning, the replacement treat after punning. the deep horizontal movement of soil body, hyperstatic pore water pressure, the ground surface settlements and horizontal movements, dynamic detection and static load experiment were carried out in site

    此次方案研究採用塑料排水板+堆載預壓、塑料排水板+強夯、強夯置換等三種試驗方案，對土體深層水平位移、超靜孔隙水壓力、地表沉降及地表水平位移、動力檢測和靜力荷載試驗等進行了現場測試。
  19. After analyzing the 5011 properties and treatment technologies in different wharf areas, it is suggested that the vaccum preloading method and dynamic compaction method are used to treat the soft foundation

    結合土質特點等因素，分區進行不同工藝的分析，建議真空預壓法和強夯法進行地基處理。
  20. Kinematic simulation of self - propelled vibration rolling tamping machine based on adams

    的自行式振動滾壓夯實機運動學模擬
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