擠密樁 的英文怎麼說
中文拼音 [jǐmìzhuāng]
擠密樁
英文
compaction pile compacted column-
Lime - soil compaction pile foundation belongs to composite one and can obtain obvious technology and economic benefits when it is used to collapsible loess or filled soil, when is widely used in the north - west and north china
灰土擠密樁屬于復合地基，用於處理厚度較大的濕陷性黃土或填土地基時，可獲得顯著的技術經濟效益，在我國西北和華北地區已廣泛採用。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。Practice of lime - soil compaction pile in soft soil foundation stabilization
夯填石灰粉填土擠密樁加固軟弱土地基的實踐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。The foundation treatment with lime - soil compaction pile
灰土擠密樁地基處理Application of lime - soil compaction pile in soft foundation
灰土擠密樁在軟弱地基加固中的應用Lime - soil compaction pile
灰土擠密樁The application of lime - soil compaction pile in strengthening collapsible loess foundation
灰土擠密樁加固濕陷性黃土地基的工程應用Lime soil pile
灰土擠密樁Check measurement and evaluation for bearing capacity of compound foundation treated with lime - soil compaction piles
灰土擠密樁復合地基承載力檢測與評定Application of soil - displaced pile in the ground treatment
擠密樁在軟弱地基處理中的應用Compaction pile, compacted column
地基處理擠密樁Application of artificial lime - soil compaction pile in soft soil foundation treatment
人工石灰擠密樁處理軟弱地基Determination of compaction model of loess surrounding the compaction pile in loess region
黃土地區擠密樁樁周土體擠密模型的確定As lime is a kind of low - priced construction material, using lime - loess cushion and lime - loess compaction pile to treat c ollapsible 1oess foundations can gain good technology economy effect
石灰是一種廉價的建築材料，用灰土墊層、灰土擠密樁處理濕陷性黃土地基可以取得良好的技術經濟效果。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。Lime - soil compaction piles of pile sinking compact the soil between them by lateral expanding when making holes
灰土擠密樁是利用成孔時的側向擠壓作用使樁間土得以擠密。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 secondly, based upon the laboratory soil tests, definite the parameter of the kondner model and the loess compaction model, using fortran power station to compile the finite element programmed of axial symmetry. through trial calculate with the different squeeze stress and different poisson ratio, got some laws of stress of soil surrounding pile and judged the result of compaction pile. the result of the calculation and analysis and valuable to designer and builder
同時通過室內試驗確定了特定區域黃土的鄧肯-張模型參數和黃土擠密模型，採用fortranpowerstation ，按軸對稱問題編制了存限元程序，通過採用不同的擠壓力和不同的泊松比的程序試算，得到了一些樁周土體的應力變化規律，並對擠密樁破壞半徑內的土體擠密效果進行了判定，計算與分析結果可供設計施工人員參考。分享友人