淺基 的英文怎麼說

中文拼音 [jiānjī]
淺基 英文
flat grade
  • 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 ...
  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. In the sog connty - zogang stratigraphic area, including the chawola district, only the bathonian stage in the middle jurassic unconformably overlaps on the " shallow basement " metamorphic series

    在包括查吾拉區在內的索縣左貢地層分區中，中侏羅統僅有巴通階超覆不整合於「淺基底」變質巖系之上。
  6. 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。
  7. Design and construction of shallow foundation pit for comprehensive conduit on soft soils

    軟土地基共同溝淺基坑工程設計和施工
  8. 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。
  9. Analysis of beams and slabs on elastic foundation

    淺基礎談彈性地基梁板分析
  10. 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
  11. 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。
  12. With concluding construction methods of composite soil nailing, and analysing the field measurements curves for two excavation engineering in soft layers, it is proved that using composite soil nailing in shallow foundation excavations is possible, at the same time groundwater should be treated carefully and deformations of the excavations should be controlled strictly

    通過對兩個軟弱地層中復合土釘支護的基坑工程施工技術的總結及其變形測試數據的分析，說明在軟弱地層的淺基坑工程中應用復合土釘支護技術是可行的，但須認真治水及控制基坑變形。
  13. Net foundation pressure

    淺基礎基底附加應力
  14. Subsoil ; shear failure calculations for shallow foundations with vertical and central loading ; explanations and examples of calculations

    下層土.淺基垂直承載和正中承載的切變斷裂計算.第1 b
  15. Subsoil ; shear failure calculations for shallow foundations with oblique and eccentric loading ; explanations and examples of calculations

    下層土.淺基傾斜承載和偏心承載的切變斷裂計算.第2 b
  16. Pressure distribution angle of masonary foundation

    淺基礎剛性角
  17. 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
  18. Coefficient of subgrade reaction

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

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

    淺基礎設計
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