擠密法 的英文怎麼說
中文拼音 [jǐmìfǎ]
擠密法
英文
vibro-densification compacting-
Second, the paper in - depth discuss the reinforce foundation operation mechanism of technique of composite grouting, including spray incise action of high pressure spray flow to soil, mill metathesis concretion action, and penetrate, split, crush action of serum to soil, etc. third, the paper in - depth study design calculate of composite grouting, design of composite grouting technic parameter
其次，本文對復合注漿法加固地基的作用機理進行了深入的探討，包括高壓噴射流對土體的噴射切割作用、漿液與土的攪拌置換固結作用以及漿液對土體的滲透、劈裂、擠密作用等問題。第三，本文對復合注漿的設計計算、注漿技術參數的設計進行了深入的研究。Taking the measure of uncorking on the steel tube and filling water before sand filling, the installation process of sand compaction piles is optimized, the installation parameters and testing rate under the near shore condition are confirmed, and the control and testing methods for the piles ' quality are summarized
採取樁管壁開孔、先灌水后灌砂的方法，優化了水上擠密砂樁的施工工藝；給出了在近岸無掩護、水流急的施工條件下的施工參數和檢驗比率，總結了沉樁定位、高程式控制制、灌砂率等參數的控制措施和檢驗方法。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。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。According to the theory, the method of using half - rigid pile reinforce the embankment below the corbel of the approach slab which form a composite foundation and realize rigidity gradation, is put forward in this paper and the formula to calculate pile - soil stress ratio in light of visic curvity expansive theory is also deduced here which can be used in design
應用這一理論，本文提出了採用半剛性擠密樁復合地基加固橋頭搭板枕梁下路堤實現，路、橋的剛柔過渡方法。針對低強度半剛性擠密樁計算理論的現狀，本文應用魏西克（ visic ）擴孔理論推導了計算樁土應力比的理論公式，可供設計階段採用。Firstly, gravel piles in soil were laid for compacting and consolidating soil, then gravel composite foundation was treated with dynamic compaction in order to form three - level soil that is gravel composite soil and high replacement ratio composite foundation and dense composite foundation
該法先在填土層中設置好碎石樁體，利用擠密和排水固結的作用使其得到初步加固，然後對荷載影響深度范圍內的復合土體進行低能強夯處理，迫使樁體碎石沿徑向擴散，形成上部為密實的碎石二合土層、中部為擴徑后高置換率復合地基、下部為整體夯密復合地基的三層結構。Based upon this, researched on the lime - loess cushion and the lime - soil compaction pile, the two methods of subsoil treatment is the most widespread incollapsible loess areas, specially in shanxi guan zhong and shanbei and yu xi
本文正是基於此，針對西部地區尤其是陜西關中、陜北地區、豫西地區最為廣泛採用的兩種處理濕陷性黃土的方法?灰土墊層及灰土擠密樁展開研究。Abstract : the successful application of lime - soil compaction pile provides an economical and reliable method for ground treatment of high - storey building in loess area
文摘:灰土擠密樁的成功經驗，為黃土地區高層建築地基處理提供了一種既經濟又可靠的方法。The test study of this method was carried out on the yichang freeway in hunan province, and results show this method can solve the vehicle bumping problem on freeway well with the advantages of low - cost and convenient implements
本文提出的半剛性擠密樁處理橋頭跳車的設計方法在長常高速公路益常段進行了試驗研究，結果表明對臺背回填和地基進行綜合處理不僅解決了橋頭跳車問題，而且經濟實用、施工方便。Powder extrusion is an important method for obtaining high - property dense products. the process of powder extrusion forming has been studied and developed extensively in foreign countries
粉末擠壓法是制取粉末冶金緻密高性能材料的重要手段，國外對粉末擠壓成型工藝的研究和應用已十分廣泛，國內在這方面的研究則相對落後。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。Simulation is used to analysis the tendency of congestion equilibrium and the tendency of congestion level with density change
用數值模擬的方法分析擁擠度隨車流密度的變化趨勢，及擁擠平衡的變化趨勢。On the basis of the strategy of sustainable development, by our country ' s character of high dense population, high density use of urban land, tight concentrated form, single center tight configuration, paper applies coordinated idea of transport plan and land use plan, insists on the principle of public traffic development priority, seeks a high accessibility low demand model of land use and transport, bringi forward a new plan method of transit - oriented dev elopment to deal until connection between the effective use of urban land source and continual increasing demand of transport, thoroughly solves urban transport congest problem resulted by the imbalance of supply and demand of transport. also paper detailed analyzes and studies the concept, soit. general design principles, particularity of transit - oriented development region
在可持續發展戰略的指導思想基礎上，論文根據我國城市人口高度密集，城市土地高密度利用，以集中緊湊型為主的布局形態，單中心圈層式緊密結構的特點，運用交通規劃與土地利用規劃的協同觀念，堅持優先發展公共交通的原則，尋求高可達性、低交通需求的土地利用? ?交通系統發展模式，提出以公共交通為導向的城市土地利用形態的新的規劃方法，處理好有效利用城市土地資源與不斷增長交通需求之間的關系，從根本上解決交通供求關系不平衡而造成的城市交通擁擠問題，並對公共交通運輸導向開發區的概念、分類、設計總則、特質作了詳細分析研究。Standard test method for extrudability, after package aging, of latex sealants
包裝老化后膠乳密封料可擠壓性的標準試驗方法Test method for building sealants part 4 : determination of extrudability of one - component sealants
建築密封材料試驗方法第4部分:原包裝單組分密封材料擠出性的測定Test method for building sealants part 3 : determination of extrudability of sealants using standardized apparatus
建築密封材料試驗方法第3部分:使用標準器具測定密封材料擠出性的方法Standard test method for extrusion rate of elastomeric sealants
彈性密封件擠壓比的標準試驗方法Standard test method for extrusion rate and application life of elastomeric sealants
彈性密封料的擠壓率和使用壽命的標準試驗方法Lime - soil compaction pile is one of the most normal and effective soil improvement methods in loess area, especially in collapsible loess ones. there is few analysis and study about the compaction characteristic of soil between piles when making holes. the evaluation methods about the compacted effect between piles are different in the various standards on soil improvement
灰土擠密樁作為黃土地區，特別是濕陷性黃土地區最常用、最有效的地基處理方法之一，但對樁間土在成孔過程中擠密性狀的分析和研究不是很多，在歷次規范中，對樁間土擠密效果的評價方法各不相同，也就是對樁間土中最具有代表平均擠密效果的點的選取存在差異。A successful case that the soft - hard and non - uniformity foundation was treated in sections using vibrating crushed - stone piles with different proportion of replacement is instroduced
摘要本文介紹了用不同面積置換率的擠密碎石樁法分段處理軟硬嚴重不均勻地基的成功實例。分享友人