earth pit 中文意思是什麼

earth pit 解釋
取土坑
  • 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...
  • pit : n 〈美國〉（桃、杏等的）核。vt （ tt ） 除去…的核。n 1 坑，凹地，凹處；【礦物】礦井；煤坑；【植物...
  1. They, and all that appertained to them, went down alive into the pit, and the earth closed upon them : and they perished from among the congregation

    33這樣，他們和一切屬他們的，都活活地墜落陰間。地口在他們上頭照舊合閉，他們就從會中滅亡。
  2. At length i resolv d to try a pit - fall, so i dug several large pits in the earth, in places where i had observ d the goats used to feed, and over these pits i plac d hurdles of my own baking too, with a great weight upon them ; and several times i put ears of barley, and dry rice, without setting the trap, and i could easily perceive that the goats had gone in and eaten up the corn, for i could see the mark of their feet

    於是，我在山羊經常吃草的地方掘了幾個大陷坑，在坑上蓋上幾塊自製木條格子，再在上面壓了一些很重的東西。開始幾次，我在復蓋好的陷坑上面放了一些大麥穗子和干米，但有意未裝上機關。我一看就知道，山羊曾走進去吃過穀物，因為上面留下了它們的腳櫻末了，有一天晚上，我一下子在三個陷阱里都安了機關。
  3. In this paper, the existing problems in bracing structure of deep foundation pit are discussed from three sides - estimating the earth and water pressure, the influence of ground water on excavation engineering, and time - space effect and deformation control in the excavation engineering

    從土水壓力的計算、地下水對基坑工程的影響、基坑工程的時空效應與變形控制三方面，對深基坑支護工程中存在的問題進行了論述
  4. Influence of seepage on water and earth pressure in foundation pit

    滲透對基坑水土壓力的影響
  5. The earth pressure over the pit bottom calculated by the trapezoid mode, and the result is better according with the rectangle mode of sandy foundation

    坑底以上樁側土壓力採用梯形分佈模式，計算結果與砂土地基的矩形分佈實測土壓力符合較好。
  6. Terror and pit and snare await you, o people of the earth

    地上的居民哪，恐10懼、陷坑、網羅，都臨近你。
  7. [ niv ] terror and pit and snare await you, o people of the earth

    地上的居民哪，恐10懼、陷坑、網羅，都臨近你。
  8. Fear ， and the pit ， and the snare ， are upon thee ， o inhabitant of the earth

    17地上的居民哪，恐懼，陷坑，網羅，都臨近你。
  9. The research involves two problems how to estimate the water and earth pressures on the supporting structure around a foundation pit and choose the strength parameters. the paper analyses the shear strength parameters for the unconsolidated - undrained triaxial test and the consolidated - undrained triaxial test in layered soil

    課題從室內三軸試驗著手，通過大量的試驗對不同深度下各層土體的不固結不排水抗剪強度指標和固結不排水抗剪強度指標進行了比較和分析。
  10. Chapter 19 - 22 : rejoicing in heaven, the devil thrown into a bottomless pit, a new heaven and new earth

    第19 - 22節：天堂的歡樂，魔鬼被扔進一個無底的深淵，一個新天新地。
  11. The state, distribution and value of the earth pressure acted on the retaining structures, which are the key factors that affect the deformation and stability of the deep foundation pit, are determined with the actual displacement caused by the interactions and mutual deformations of the retaining structures, ring beams, middle beams and the foundation soil without any hypotheses

    根據基坑開挖過程中支護結構、圈樑、腰梁和地基相互作用及共同變形所產生的實際位移方向及其大小來確定影響基坑變形和穩定的關鍵因素? ?作用在支護結構兩側土壓力的狀態、分佈形式和數值大小，而不對其作任何預先假定。
  12. [ kjv ] to the end that none of all the trees by the waters exalt themselves for their height, neither shoot up their top among the thick boughs, neither their trees stand up in their height, all that drink water : for they are all delivered unto death, to the nether parts of the earth, in the midst of the children of men, with them that go down to the pit

    好使水旁所有的樹木都不會因樹身高大而自高，也不會使樹頂長到茂密的枝葉上，又使一切有水滋潤的樹都不會高傲地屹立；因為他們在世人中，與那些下到陰府的人一起，都交與死亡、交與地的深處了。
  13. To the end that none of all the trees by the waters exalt themselves for their height, neither shoot up their top among the thick boughs, neither their trees stand up in their height, all that drink water : for they are all delivered unto death, to the nether parts of the earth, in the midst of the children of men, with them that go down to the pit

    好使水旁所有的樹木都不會因樹身高大而自高，也不會使樹頂長到茂密的枝葉上，又使一切有水滋潤的樹都不會高傲地屹立；因為他們在世人中，與那些下到陰府的人一起，都交與死亡、交與地的深處了。
  14. At the same time, based on the theory of rankine ' s earth pressure, several kinds of reasonable formulae about water and earth pressures are put forward. combined several practical foundation pit engineerings these equations are calculated according to the shear strength parameters of uu and cu test

    同時，文章以朗肯土壓力理論為基礎找出了水土壓力合算和分算的幾種合理的計算方法，並利用實際算例根據試驗所得的抗剪強度指標對這幾種土壓力計算方法進行了比較和分析。
  15. The discovered balin stone lies in a shallow earth. most of them are revealed near the ground. there are two major kinds named water pit and mountain pit

    已發現的巴林石埋藏較淺，許多為近地表開采。其主要品種也分為凍地石和與山坑石。
  16. Regarding foundation - pit scope of numerical analysis as a system ; settlement of foundation - pit boundary, displacement of retaining structure and swell of foundation - pit bottom as output of the system ; factors during construction of draining water, earth excavation and retaining structure as input of the system

    為此視基坑數值分析范圍為一個系統，基坑周邊沉降、支護結構位移和坑底隆起為系統輸出量，降水、開挖和支護施工各工況中變化的因素為系統輸入量。
  17. So, the following questions such as : how to simulate the process of excavating and retaining of the deep foundation pit engineering, how to calculate and analyze the pressure and deformation of the surrounding soil, how to calculate and analyze the deformation of retaining structure in the course of excavating, how to predict the earth subsidence and the swelling of pit bottom, and how to predict the deflection of surrounding pipes in loess area, are all worth researching

    黃土地區深基坑工程技術與理論研究尚處于起步階段，因此如何對黃土地區深基坑開挖與支護過程進行模擬，對深基坑周圍土體的壓力、變形及支護結構的變形隨基坑開挖過程所發生的變化進行計算與分析，對地表面的沉降和坑底的隆起、周圍管線的變位進行預報則成為一個值得研究的課題。
  18. Probe into earth pressure calculation and structure optimization of pile - anchor support for deep foundation pit

    深基坑樁錨支護土壓力計算及結構優化探討
  19. A new calculation chart of water - earth pressure on foundation pit considering groundwater seepage

    考慮地下水滲流的基坑水土壓力計算新圖式
  20. The thesis introduces the biot ' s three - dimension consolidation theory based on absolute linear - elastic theory ; the thesis designs the pit dewatering scheme of hand - dug piles support of shenyang subway ' s shenyang station construction ; the thesis uses finite element program to simulate the influence on around environments caused by pit dewatering, and finds the change laws of earth mass inner stress and the effect parameters on the surface deformation on the basis of reasonable hypothesis and the analysis of ground water exploitation progress. combined with stochastic medium theory, the thesis introduces dewatering subsidence coefficient, sets up the predicting model of the surface deformation caused by dewatering, and develops the computing program ; by application of program on a single well of underwater exploitation, it is proved that the program is feasible, so the prediction of the surface deformation caused by underwater exploitation is realized

    本文介紹了基於線彈性本構關系的biot理論；設計了擬建沈陽地鐵沈陽站點人工挖孔樁支護施工的基坑降水方案；利用有限元程序，模擬了基坑降水對周圍環境的影響；在合理假設的基礎上，分析了地下水開采過程中，地層應力的變化規律，找到了影響地面變形的參數；與隨機介質理論相結合，通過引入采水下沉系數建立了地下水開采引起地面變形的預計計算模型，並編制了電算化程序；通過某單井開采實例驗證了該方法的可行性，實現了地下水開采引起地面變形的預計。
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