settlement calculation 中文意思是什麼

settlement calculation 解釋
沉陷計算
  • settlement : n 1 解決。2 決定。3 鎮定；安定。4 固定；定著。5 澄清；沉澱；沉澱物；沉積物；【地質學；地理學】沉...
  • calculation : n. 1. 計算，計演算法。2. 推定，預測。3. 深思熟慮，精打細算；慎重的計劃；算計。
  1. Research on reliability of the composite pile foundation settlement calculation

    復合樁基沉降計算的可靠度研究
  2. Integration of these two sides could let the results of layerwise summation method ( lsm ) be more accuracy, which can consider not only soil stress history but also soil lateral deformation and soil nonlinear properties even. ( 5 ) research on the application of meshless method for embankment settlement calculation

    綜合這兩個方面，單向分層綜合法的計算結果趨于更準確，其不但能考慮應力歷史外，而且能計入土體側向變形甚至土體非線性特性； （ 5 ）路堤沉降計算無單元法應用研究。
  3. And four constitutive models are established, which are hyperbolic model, half - logarithm model, exponential model and poisson model. combined with the analysis of the change of effective stress, the iteration formulations of settlement calculation are provided

    同時建立了雙曲線模型、半對數模型、指數模型及泊松曲線模型四種本構模型，並結合有效應力過程分析給出了實用的沉降過程線的反演迭代公式。
  4. To meet the need of settlement calculation with fem when absence of laboratory triaxial test data in common road engineering, methods of determining the five parameters included in tangential elastic module through soil routine tests and the related emendation coefficient are given. at the same time, one approximately substituted formula for tangential poisson ratio is also developed, which is suitable for both sandy soil and cohesive soil. ( 3 ) research on main parameters modification of duncan - chang model based on the improved bp network

    對於一般道路工程中不做三軸試驗但須進行沉降有限元計算的情況，給出了依據土體常規試驗的切線彈性模量確定方法和相關修正系數，同時也提出了對砂性土和粘性土均適用的切線泊松比的近似替代式子； （ 3 ）基於改進的bp網路對鄧肯張模型主要參數修正研究。
  5. Considering the feature of subgrade deformation, the off set limit and the settlement calculation depth are discussed in this paper

    並結合路基變形特點，對軟土層的屈服極限、沉降計算深度等問題進行了探討。
  6. Based on the study idea of the former pile else, this paper has conducted and discussed the mechanism of consolidation, settlement calculation and optimization design of the pcc pile according to the test in situ results and reasoning. it includes the followings in detail : ( 1 ) compared with the precast tube concrete pile and tube sinking concrete pile, the merits and shortages, construction machine, construction technology of the pcc pile and pcc pile composite foundation are introduced in detail to make the pcc pile be known completely by engineers

    本文在借鑒其他樁型的研究的基礎上，通過現場試驗研究和理論推導，對pcc樁處理軟基加固機理、沉降計算和優化設計等進行了較為深入的研究和探討，具體包含以下幾方面的內容： （ 1 ）在與預制管樁和沉管灌注樁等樁型比較的基礎上，對pcc樁的優缺點、施工機具設備、施工工藝、技術作用機理以及pcc樁復合地基技術特點等進行了述評。
  7. Authors adopted an average secondary consolidation coefficient in settlement calculation of peal foundation in order to make results more reliable

    為了使沉降計算更可靠，建議泥炭地基的沉降計算採用平均次固結系數。
  8. Study on final settlement calculation methods of the composite foundation

    復合地基最終沉降量計算方法研究
  9. So it is necessary to make in - depth study on the settlement calculation theory and the prediction method on the final settlement

    因此，有必要對最終沉降量的計算及其預測方法等方面進行較深入的研究。
  10. Based on organic matter degradation experiments performed on solid waste, a calculation formula to obtain the law of organic matter degradation in solid waste and method for parameter determination were proposed, and a settlement calculation model for solid waste was deduced

    摘要通過垃圾土有機物降解試驗，提出垃圾土有機物降解規律的計算公式和參數確定方法，並推導了垃圾土沉降計算模型。
  11. Moreover, in view of the existence of rheological effect, the empirical model, which can consider rheology of soft soil, is advanced. ( 2 ) research on the practicability of fem for embankment settlement calculation

    其次，考慮到軟土流變效應的存在，提出了一種能計入軟土次壓縮的經驗公式模型； （ 2 ）路堤沉降計算有限元法實用化研究。
  12. Settlement calculation method for embedded foundation resting on elastic soil

    均質彈性地基的埋深基礎沉降計算
  13. Then, combined with the mechanism of vacuum preloading and based on the layer method, settlement calculation of vacuum preloading was analyzed. the study shows that the vacuum degree under membrane equivalent load method does not accord with the mechanism of vacuum preloading. based on the layer method, vacuum degree difference method and effective stress method are presented. the results show that the final settlement calculated by the vacuum degree difference method is more close to the observation results

    然後，結合真空預壓的機理，基於分層總和法的思想，對真空預壓沉降計算方法進行研究：指出用現有的膜下真空度等效荷載法進行沉降計算不符合真空預壓機理；提出了符合真空預壓機理的真空度差值法與有效應力法，前者所推算的最終沉降量較接近實測推算結果，後者與實際結果存在一定差距。
  14. According to the observed results and the corresponding settlement calculation results, the objective function is established by using the least square method. with the pattern search method, the optimal estimate of the needed inverse - analysis parameter has been gained

    根據實際觀測值與相應的沉降計算值，應用最小二乘法原理建立目標函數，利用模式搜索方法（ hook - jeeves法） ，通過尋優的方式獲得待反演參數的最優估計。
  15. Settlement calculation of the long - short - pile composite foundation with shear displacement method

    基於剪切位移法的長短樁復合地基沉降計算
  16. In view of geological and hydro - geological situations of the south anchor runyang yangtze river highway bridge, the paper bring forward mathematical model and calculation method of double deck structure groundwater, which can be used to lively calculate every layer ' s water table, so that we can realize every layer ' s settlement calculation and control ; establish the inter relationship between non - linear physical - mechanics parameter and hydro - geological parameter, objectively describe the non - linear change process of the porosity, hydraulic conductivity, specific storativity in the process of soil dewater and concretion

    針對潤揚長江公路大橋南錨場地地質、水文地質條件提出了雙層結構地下水運動的數學模型和計算方法，該方法可以實時計算出各分層的地下水位，實現了各分層沉降計算與控制研究；建立了土層非線性物理力學參數與水文地質參數之間的內在聯系，客觀地描述土層降水? ?固結過程中孔隙度、滲透系數和貯水率等參數非線性變化過程。
  17. ( 4 ) research on considering stress history and lateral deformation in 1 - d method for embankment settlement calculation. for av e ~ p method, the modification coefficient m, from influence of soil stress history is put forward. then, aimed at the e ~ lgp method and so on, by lots of nonlinear fem calculation, the different settlement revised formulas m2 are given for uniform and non - uniform roadbed cases

    針對以a _ v 、 e p法等，提出了可考慮土體應力歷史影響的修正系數m _ 1式子；接著，針對e - lgp法或進行了應力歷史影響修正後的a _ v 、 e p等，通過大量非線性有限元計算，分別給出均質路基和非均質路基的考慮土體側向變形影響的沉降修正系數m _ 2式子。
  18. The method based on the solution of elasticity theory with different modulus in tension and compression not only solves the problem of settlement calculation of pile foundation, but also can play an important role in other engineering field

    基於拉壓模量不同彈性理論解的方法能夠合理解決樁基沉降計算問題，而且對巖土工程其它問題和其他領域工程問題也有廣闊的應用前景。
  19. ( 4 ) according to the settlement calculation method in this paper, the main influence factors, such as displacement ratio, modulus of cushion, modulus of pile, and coefficient of subgrade, are discussed in this paper and the curves that reflect the relationships of the composite modulus and the influence factors have been achieved

    （ 4 ）根據本文建立的沉降計算方法，對復合地基模量的主要影響因素：置換率、褥墊層彈模、樁體模量、基床系數等進行探討，最後得出了它們和復合地基模量之間的關系曲線。
  20. Elastic formula for settlement calculation

    地基沉降的彈性力學公式
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