淺基礎 的英文怎麼說

中文拼音 [jiānjīchǔ]
淺基礎 英文
khallow f dyint ndation
  • 淺 : 形容詞1 （從上到下或從外到里的距離小） shallow 2 （淺顯） simple; easy 3 （淺薄） superficial 4 ...
  • 礎 : 名詞（墊在房屋柱子底下的石頭） plinth
  1. The current chinese foundation design code gbj7 - 89 use limit equilibrium theoiy with elastic soil stress distribution to give out bearing capacity design value calculating fonnula and use elastic soil model to evaluate foundation settlement. according to the above theories, code gbj7 - 89 gives the correlative terms. but these do not accord with the practical mechanism of loaded soil below the shallow foundation and the elastoplastic property of natural soil so defects exist

    我國現行規范gbj7 - 89將這兩者分開考慮，其計算地基承載力設計值的公式是根據彈性地基中應力分佈及土的極限平衡狀態理論為依據而得出的，求地基的沉降變形時則視土體為彈性，這些理論對地基及土的假設與淺基礎地基的實際工作狀態及天然土體的非線性、彈塑性存在一定的偏差。
  2. The comparison of results with existing solutions to minimize the influential factors of bearing capacity as well as the reduction factors of the bearing capacity of rectangular footings near excavations were given finally

    最後將計算結果與已有文獻資料進行了分析比較，並以地面水平時矩形基礎地基承載力系數為基準，得到臨近基坑矩形淺基礎地基承載力減損因數上界估算值。
  3. Foundation treatment schemes and feasibility analysis of highly expansive soil

    強膨脹性地基土的淺基礎處理
  4. Static analysis shallow foundation

    淺基礎靜定分析法淺基礎
  5. Abstract : compared with soil destroyed pattern of vertical force and its controlled factor of bearing capacity, it is concluded that pile capacity and its tip resistence have some difference when soil with the same physical mecanic property is used as natural foundation and pile tip resistent layer. whereas the middle weathering rod stratum hasn ' t this property, that is to say it has the same bearing capacity and pile tip resistence

    文摘:通過豎向荷載下土（巖）體的破壞模式及其承載能力控制因素的比較，論述了物理力學性能相同的土層作為淺基礎的天然地基與樁端持力層時，承載力值與樁端阻力值應存在一定的差異；而中（微）風化程度的同一巖層作為天然地基與樁端持力層時，不具有這方面的差異性，承載力值與樁端阻力值應該相等。
  6. This paper presents an example of construction project in which the settlement of shallow foundation and the settlement difference between the multi - storey building and the podium on loose fine soil and reduced with methods of treatment of soil, adjustment of founda - tion stiffness and control of time difference in construction

    本文結合工程實例討論了在鬆散細砂層天然地基上如何通過地基處理，調整基礎剛度，控制施工時差來達到減少淺基礎的沉降及多層主樓與單層裙房的沉降差的方法。
  7. Analysis of beams and slabs on elastic foundation

    淺基礎談彈性地基梁板分析
  8. Abstract : this paper introduces the suitable range, the working principle, the construction technology and the measure of quality of driven cast - in - place piles, analyses the characteristics of engineering geological layer in anshan area, and finally, further discusses their economic efficiency of cast - in - place piles and shallow foundations

    文摘:論述了沉管灌注樁的適用范圍、工作原理、施工工藝和質量保證，並結合鞍山地區的工程地質結構特點，探討了採用沉管灌注樁與淺基礎形式兩種工藝的經濟效益
  9. Topics include : site investigation ( with emphasis on in situ testing ), shallow ( footings and raftings ) and deep ( piles and caissons ) foundations, excavation support systems, groundwater control, slope stability, soil improvement ( compaction, soil reinforcement, etc. ), and construction monitoring

    主題包含有工址調查（強調現地試驗） 、淺基礎（基腳式基礎與筏式基礎）和深基礎（樁基礎與沉箱） 、開挖之支撐系統、地下水控制、邊坡穩定、土壤改良（夯實與土壤加勁等）和施工監測等。
  10. Net foundation pressure

    淺基礎基底附加應力
  11. Pressure distribution angle of masonary foundation

    淺基礎剛性角
  12. The erection technology of 30m t - beam of the ramp bridge on weak subgrade

    橋梁淺基礎埋置深度的模糊確定
  13. Coefficient of subgrade reaction

    淺基礎基床系數
  14. Embeded depth of foundation

    淺基礎基礎埋置深度
  15. Shallow post foundation design

    淺基礎設計
  16. Inverted beam method

    淺基礎倒梁法
  17. Analytical solution of bearing capacity of circular shallow foundations using upper - bound theorem of limit analysis

    圓形淺基礎地基承載力極限分析的上限解析解
  18. To layered soil condition, by the comparisons of the p - s settlement curve of the center point at the bottom of the shallow foundation and the different style of the soil plastic zone in different load grade and the ultimate bearing capacity of the foundations of the six different layered soil, some conclusions of the layered soil condition are achieved

    對層狀地基情況，通過對六種不同組成的層狀地基各自基底中心點的p s沉降曲線、不同等級荷載下層狀地基中塑性區開展的不同情況及層狀地基的極限承載力分析結果的比較得到了一些淺基礎的層狀地基強度變形變化規律。
  19. These influence influeoce the excavation in desert, shallow foundation design on natural ground, and the bearing capaceity of pile foundation

    沙漠砂的這種強度特徵全面影響著沙漠場地基坑、樁孔的開挖、天然淺基礎設計和樁基承載能力。
  20. With the program, the paper analysis the uniform soil condition and the layered soil condition separately

    利用該程序，本文對淺基礎的地基分均質地基和層狀地基兩類情況分別進行了分析。
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