重塑土 的英文怎麼說

中文拼音 [zhòngsùtǔ]
重塑土 英文
manipulated soil
  • 重 : 重Ⅰ名詞（重量; 分量） weight Ⅱ動詞（重視） lay [place put] stress on; place value upon; attach im...
  • 塑 : 動詞（塑造） model; mould
  • 重塑 : remodeling
  1. The collapsibility on intact and reshaped loess

    原狀黃土和重塑黃土的濕陷性
  2. The structure ( fabric and bond ) and structural strength of natural sedimental clays, and the difference and describing methods between natural clays and reconstituted clays are investigated

    摘要調查了天然沉積粘土的結構性（組構和膠結） 、結構強度、表述方法以及與重塑土的差異。
  3. For landside correction in excavation project, this paper is based on the stress remolding method and commences to analyze the slope in excavation project : apply loads to the slope and reset the slope in an original stress and make it work like before excavation

    對于開挖邊坡的滑坡問題，本論文根據應力重塑的方法對開挖邊坡進行處理，在坡面上施加荷載，使得邊坡土體恢復到未開挖的穩定應力狀態；並且利用大型有限元軟體ansys來進行等效應力分析。
  4. Compared with the lewis model, the rbos - fe model and the jorgen model give the agricultural sector a more active role in the economic development process, and they also admit the value of aghcututal developmen as importam respects of econothec development. the todaro model of njral - urban migration focuses on the wage differenal between the villages and cities, which pul1s rural workers to the city according to todaro, the migraion from rural sector to city sector depends qn priinarily on a compedson of wages in the - rural and the urban market

    就對工業化和城市化發展而言，政策的調整和改革主要表現在：轉變資源配置機制，實行市場經濟體制；實行物質刺激和按勞分配，重塑工業化和城市化的微觀主體和動力機制；調整和改革就業制度；調整和改革戶籍制度；調整和改革城市土地使用制度；突破內向型和封閉型的發展模式，實行對外開放和外向型發展戰略。
  5. The methods of quantitative analysis of structural strength of loess are put forward, and effects of soil moisture upon structural strength of loess are also quantitatively analyzed in this paper. the strength of loess is formed by structural strength and compaction strength, and structural strength can be expressed by the difference of stress between structural loess and man - made loess. the structural strength of loess can be quantitatively analyzed by different test in laboratory

    黃土結構強度的大小反映著黃土結構性的強弱，本文比較系統地研究了黃土結構強度的影響因素及其分析方法；黃土的強度由結構強度和固結強度組成，其結構強度可用結構性黃土與重塑黃土的應力差表示，可以用不同的試驗方法，進行結構強度的定量分析；結構強度的發揮過程曲線反映了結構強度隨應變的變化過程；含水量對黃土結構強度構成顯著的影響。
  6. To discuss the rheological effects of soft soil, shear strength is divided for rheological analysis. viscosity coefficient of remolding soil is used to modify partial parameters of routine soil mechanic tests. so the shear strength caused by rheological effects can be considered

    在前人研究的基礎上，本文採用對土體抗剪強度分類的方法研究了軟土的流變性，提出了重塑土粘滯系數的計算方法，重點分析了常規試驗中部分參數由於流變而引起的試驗誤差。
  7. Creep property of undisturbed and reconstituted japanese clay was presented based on drained triaxial compression tests

    摘要研究了黏土的未擾動和重塑土樣在三軸排水剪切試驗條件下的蠕變特性。
  8. But there will be some differences comparing with the fact when the model used for natural clay, for the model was based on reconsolided clay, which is not the same with natural clay

    但是該模型是基於重塑土做出的，因而當用於天然土時可能會與實際情況有較大的差異。
  9. Most sedimentation compression lines are located above the intrinsic compression lines ; their locations depend on the sedimentation condition and the action after sedimentation

    大多數天然粘土的沉積壓縮曲線位於重塑土固有壓縮曲線的上方，其位置取決于沉積條件和沉積后的作用。
  10. By the test of saturated soil and unsaturated soil, this paper enquiry that the stress - strain relationships of compacted soil under one dimensional consolidation is perfect hyperbole

    本文通過重塑土（飽和和非飽和）室內試驗，探討了一維情況下壓實土的應力應變關系呈現很好的雙曲線形式。
  11. The sedimentation compression lines, intrinsic compression lines can be normalized by a void index, then the difference of the structural clays and reconstituted clays are showed

    天然粘土的沉積壓縮曲線、重塑土的壓縮曲線可以用孔隙指數來歸一化，它清晰地顯示出結構性土和重塑土的內在差別。
  12. The reconstituted clays represent the soil intrinsic properties independent of the natural state, and provide a reference frame being used to evaluating the properties of in - situ sedimentation clays

    重塑土反映了土體與自然狀態無關的「固有特性」 ，它提供了一個評估原位自然沉積粘土特性的參考構架。
  13. The reconstituted clays represent the soil intrinsic properties independent of the natural state, and provide a reference frame which can be used to evaluate the properties of in - situ sedimentation clays

    重塑土反映了土體與自然狀態無關的「固有特性」 ，它提供了一個評估原位自然沉積粘土特性的參考構架。
  14. Most sedimentation compression lines of natural clays are located above the intrinsic compression lines of reconstituted clays ; theirs locations are dependent on the sedimentation condition and the action after sedimentation

    大多數天然粘土的沉積壓縮曲線位於重塑土固有壓縮曲線的上方，其位置取決于沉積條件和沉積后的作用。
  15. The choice of ascertain rural collective proprietary right of land is establish peasant collective congress, recreate the rural collective subject of land

    落實農村土地集體所有權的選擇是設立農民集體大會，重塑農村集體土地所有權主體。
  16. The sedimentation compression lines of natural clays, intrinsic compression lines of reconstituted clays and oedometer compression curves can be normalized by a void index, then the difference of the structural clays and reconstituted clays as well as the gradual damage course of soil structure are showed apparently

    用孔隙指數來歸一化天然粘土的沉積壓縮曲線、重塑土的壓縮曲線和固結儀壓縮曲線，可以很清晰地揭示出結構性土與重塑土的內在差別、固結儀試驗中土體結構性的漸進破壞過程。
  17. Considering the widely different between natural clays and reconstituted clays, only the structured constitutive model can describe the properties of natural clays other than present model from reconstituted clays

    有結構性的天然沉積土與無結構性的重塑土性狀迥然不同，只有建立反映土結構性的本構模型才能真正描述其性狀。
  18. Then, the deformation of soil particle skeleton under the physical chemistry of electrical double ] ayer and exterior load are simulated, indicating the micro - mechanism of deformation, failure and creep for structural soil. because conventional constitute models are constructed according to reconstituted clays, not considering the structure in natural clays and structure damage course during loading, a elasto - viscoplastic damage model and the parameter determining method are put forward

    針對過去用重塑土試驗建立的本構模型，沒能考慮天然土體中存在的結構性，沒有描述結構性土從天然原狀到加荷破壞的這一過程，建立了一個描述結構性土的彈粘塑損傷模型和參數確定方法。
  19. Secondly, a study of one kind of composite soil nailing, that is, a combination of soil nails with waterproof cement - soil mixing pile wall, was carried out by laboratory model test, the retaining structures were modeled according to a similarity rule that geometric length of the structure is in inverse proportion to deformation duration of the structure and the staged excavation and retaining was carried out during experiment to simulate actual construction procedures in situ

    其次，通過模型試驗研究了土釘與水泥土樁聯合支護型式的變形、破壞形態以及作用原理。試驗模型箱為無蓋六面箱體，內空凈尺寸長寬高為3 . 4m 1 . 0m 2 . 0m ，試驗填料為重塑土，土釘採用硬質鋁管。
  20. On the basis of analysis for landscape features, such as landform, vegetation, soil and the like, the author took pingshuo opencast mine as an example and studied the landscape dynamic succession, landscape features and landscape types by means of map - gis and the theory of landscape ecology. the results show that the process of ecosystem landscape dynamic succession in larger open - pit mine includes ones in damaging ecosystem ( excavating, occupying and piling ) and in rehabilitating ecosystem ( landform remolding, soil rebuilding and re - vegetation )

    本文以山西平朔礦區為例，在對礦區地貌、植被、土壤等景觀要素調查分析的基礎上，以map - gis技術為手段，運用景觀生態學原理，對平朔礦區生態系統景觀動態變化過程、特徵及景觀類型的劃分進行了研究，結果表明： （ 1 ）大型露天礦區生態系統景觀動態變化過程包括生態破壞過程的景觀變化（土地挖損、土地壓占、土地佔用）和生態重建過程的景觀變化（地貌重塑、土壤重構、植被重建） 。
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