earth pile 中文意思是什麼

earth pile 解釋
地基處理土樁
  • earth : n 1 〈常E 〉 地球。2 大地，陸地，地面，地上。3 土壤，土。4 【化學】土類；泥。5 世界人類；人的軀體...
  • pile : n 1 軟毛，絨毛；毛茸。2 （布、絨的）軟面。vt 使起絨。adj d 有絨毛的。n 痔瘡；〈pl 〉痔。 blind pi...
  1. Strains in the earth's crust seem to pile up.

    地殼的應力似乎一直在積聚著。
  2. The weight of a deltaic pile of sediment may be so great as to depress the earth's crust, thus forming a moat around the depocentre.

    三角洲沉積物堆積的重量可以大到使地殼下沉的程度，因此在沉積中心周圍形成一條深溝。
  3. Abstract : in this paper ， the problems in collecting data of earth pressure are discussed on the basis of some real projects according to the author ， the present way ， in which earth pressure data are calculated completely from classics theory ， is not practical a nonlinear method of row pile design ， in which the cooperative action of ring beam are taken into account and the lateral pressure is calculated on the basis of the pressure of displacement earth are proposed

    文摘:本文從實例著手，分析了在土壓力取值上存在的問題，目前工程中完全按經典理論進行套算是不確切的;提出了排樁設計中應定量考慮圈樑的協同作用，側壓力按位移土壓力進行計算的非線形方法。
  4. The foundation for an earth - fill dam would be the natural soil or rock on which the dam is placed. concrete footings or piles and pile caps are often referred to as foundations without including the soil or rock on which or in which they are placed

    一）關于支持基礎結構影響土壤. （三）關于基礎結構支持關巖. （二）結構得到一堆地基樁，使樁可安裝在土壤和終止一切小費支持是從土壤中，也可以安裝，使復蓋巖小費.結合混凝土地基土壤和巖石上的地基或支持
  5. In which, it gives inquiring of the construction of deep - water foundations and the usage of floating crane. the construction program of bridge pier foundation will be fixed according to the water depth. if the water depth is less than 4m, pier foundation will adopt the method of building island by earth filling ; if the water depth is more than 4m and there is over burden at river bed, at the same time, it has sufficient bearing capacity to load steel pipe pile, the steel pipe pile platform will be adopted

    其中，對深水基礎的施工及浮吊的使用進行了探討，根據水深確定橋墩基礎的施工方法，對水深不超過四米的橋墩基礎，採用填土築島的方法：對水深大於四米，河床有覆蓋層，且能保證鋼管樁具有足夠的承載力的橋墩，採用鋼管樁平臺；對主河道上河床沒有覆蓋層，鋼管樁無法插打的橋墩，採用浮式平臺。
  6. Abstract : the paper is based on the working particle for sever al bridges in the construction of w8 section of sheng - yan railway project. it sy stematicaly instructs the construction method of bore - hole filling pile in the rock area with under - earth mined - out layer

    文摘:筆者以神延鐵路w8標段多座橋梁工程實踐為基礎，系統介紹了有地下采空層的巖石地區鉆孔灌注樁施工的方法
  7. Steel sheet pile earth cofferdam

    鋼板樁填土圍堰
  8. Calculation principle of earth pressure against retaining piles of pile - row retaining structure

    樁排式支護護壁樁側土壓力計算原理
  9. The first, site experiment is carried out. the paper analyze in - situ testing data of subgrade which is made up of plain concrete pile composite foundation and agitation pile composite foundation including pore pressure, layer settlement of soils between piles, earth pressure, lateral deformations

    發現正常荷載下，兩種復合地基路基的受力性狀不一樣，用建築垃圾填土樁距較大的素混凝土樁復合地基，淺層應力向樁體集中，並通過樁向深層擴散，樁間土與樁有較大的相對位移，樁頂和樁端的刺入較為明顯。
  10. According to the special stratum condition 、 soil parameter 、 pile frame system in the protecting landslide of hongtian jianfeng in yongan city in fujian province, compile a fem program of plane strain and analyze the interaction by nonlinear fem on intensity discount. in the program, duncan - chang model is applied to earth, elasticity model is applied to pile and rock ; goodman element is set between pile and rock - earth and applied to simulate sliding plane and flexible floor ; sequential pole elements with original stress are applied to anchor cable

    在程序中土體採用了duncan - chang雙曲線本構模型，樁和錨固層以下的巖體採用了線彈性本構模型，並且在樁和巖土體間設置了無厚度的古德曼（ goodman ）單元，對于軟弱夾層和已知的滑裂面也採用古德曼單元模擬，錨索採用的是具有初始應力的連續桿單元模擬。
  11. This program includes soil element, reinforcement element, goodman element and pile element etc. in the program, duncan - chang model was applied to earth, which can consider the nonlinear relation between the stress and strain

    該程序包括了土體單元、加筋體單元、接觸面單元和樁體單元。其中土體採用了duncan ? chang雙曲線本構模型，可以考慮土的應力-應變的非線性特徵。
  12. The static loading test for three group of testing piles of jiading power plant secend stage project are analyzed and studied in this thesis, and the practical applying of high - accurate data collector, technique of waterproof insulation and testing technique of burying in the body of pile are introduced also. the vertical and horizontal loading features of three group of piles of different kind and constructing technique in different earth layer at the pile point are analyzed and compared and summed up with basic integro - differential equation calculating the pile earth system load transmit, transforming principle of stress - deforming and pile body rating of burying electric measuring element. changing law of stress, and changing law of pile body shifting and bending for different testing piles under vertical and horizontal load are showed so that the loading features of soil layer and pile at testing spot, reliable design data for pile type and base for scientific construction technique are provided

    本文僅就嘉定電廠二期工程中的三根試驗樁的靜載試驗進行了分析和研究，利用樁土體系荷載傳遞分析計算的基本微分方程及應力-應變轉換原理，結合預埋電測元件的樁身率定，對三組不同種類、不同施工工藝、不同持力層中的樁的豎直、水平承載特性進行了分析、比較和歸納，通過大量、全面的實測數據，經過整理、轉換和推演，揭示了不同試驗樁在豎直、水平荷載作用下的應力變化規律和樁身變位、撓曲變化規律，最終提供試驗場地土層和樁的承載特性，為該工程合理設計樁型提供了可靠的設計參數，為確定科學的施工工藝提供了有力的依據。
  13. Through searching on the technical property of such pile, taking two foundation treatments as project background which are soft foundation treatment of wuhan dongxihu segment of the jingzhu freeway in hubei province and bridge foot protection at hebi xingfu eservoir in henan province, this paper carries out test study on active mechanism of crushed stone pile filled with cement slurry and its application in dealing with high earth filled soft ground and bridge foot protection

    通過對無砂混凝土小樁技術特點的探討，以湖北京珠高速公路武漢東西湖段軟基處理和河南省鶴壁市幸福水庫公路橋梁基礎加固為工程背景，就無砂混凝土小樁的作用機理及其處理高填方軟基和橋梁基礎加固等方面展開試驗研究。
  14. Application of reinforced cement - earth mixed pile in yangtze embankment

    水泥土攪拌樁成墻技術在黃河工程中的應用
  15. This paper introduces the limit - destruction theory to study and analyze the function - mechanism of sand cushion in the collective function of the piles and the earth, and then brings forward the regulating - equation of the stress ratio between the up - pile - soil and the top of pile concerning the sand cushion. its final calculating result basically tallies with the practical function conditions. this provides an alternative approach to the study of sand cushion

    4在復合地基樁、土共同作用中，墊層的作用和機理，本文引入極限破壞理論對砂墊層作用機理進行分析研究，提出砂墊層的樁頂樁土應力比協調方程，其計算結果與實際作用情況較吻合，為砂墊層研究提供了一種思路。
  16. According to the feature of adamicearth, s engineering geology and calculation of engineering design, the chief problems about traditional calculation method in the earth pressure are studied refering to cantilever - type retaining pile in excavation engineering, and the calculation methods and specific advices are posed

    摘要根據紅粘土工程地質的特點及工程設計計算，針對基坑工程中懸臂支護樁採用傳統計算方法在土壓力計算方面所存在的主要問題進行分析研究，並提出了具體處理意見和計算方法。
  17. Special means of support may be provided, but under no conditions shall the pipe be placed on timbers, earth mounds, pile bents or other similar supports unless specified designs which are adequate for these abnormal bedding conditions are provided in

    有時可能需要提供特殊的支撐，但除非規定的設計有明確要求，需用於此類非正常墊層條件，否則任何時候均不應將管道鋪設于墊木、土堆、樁排或其它類似支撐之上。
  18. Because the pile group effect exists, the coefficients of earth pressure to the back piles reduce. p - y curve of pile group can be obtained by p - y curve of a single pile multiplied by a reduced coefficient

    由於群樁效應的存在，後排樁的樁前土反力系數減小，這樣群樁的抗力曲線（ p - y曲線）就可通過在單樁的p - y曲線的基礎上乘以一折減系數來獲得。
  19. Simulates the interaction between pile and earth during the processes of the whole construction in the protecting landslide and the slope condition is worsened later

    程序中模擬了邊坡治理的整個施工過程以及施工結束后邊坡條件惡化過程中的樁-土相互作用。
  20. Strains in the earth ' s crest seem to pile up, mail the rock formations break with cracks into new positions, often causing large natural earthquakes

    地殼的應力似乎在積累著。直到巖層產生裂縫移位為止，這往往全引起大的自然地震。
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