沉降預測 的英文怎麼說

中文拼音 [chénjiàngyùcè]
沉降預測 英文
forecast of settlement
  • 沉 : Ⅰ動詞1 （沉沒; 墜落） sink 2 （沉下 多指抽象事物） keep down; lower 3 [方言] （停止） rest Ⅱ形容...
  • 降 : 降動詞1. （投降） surrender; capitulate 2. （降伏） subdue; vanquish; tame
  • 預 : Ⅰ副詞（預先; 事先） in advance; beforehand Ⅱ動詞（參與） take part in
  • 測 : 動詞1. （測量） survey; fathom; measure 2. （測度; 推測） conjecture; infer
  • 預測 : calculate; forecast; prognosis; divine; forecasting; foreshadowing; predetermination
  1. The methods for predicting foundation settlement in existence are always limited by the simplified presumptive conditions, which as a result causes the inconsistence between the calculated and the observed value

    現有地基沉降預測方法受其假設條件與實際存在較大不符的限制，所得沉降預測結果往往與實測沉降值之間存在較大差異。
  2. Aimed at this property hi which the effect of visco - elastic parameters appeared in late period, this paper proposes that parameters are not adopted as basic ones to predict settlement unless this computed parameters are similar in the course of back - calculation

    針對粘彈性參數對沉降的影響在固結後期才能明顯表現，提出通過對不同時間段觀測信息反演獲得的計算參數基本一致時，才可作為沉降預測的基本參數。
  3. As to planar visco - elastic prediction of settlement, this paper fixes on range of the back - calculation parameters range, analyzes back - calculation parameters which are indispensably in the course of anti - analysis. since it is difficult to acquire the optimization result in simultaneous back - calculation, this paper puts forward a calculation method which combined with investigation data and field experiment data to minimize the parameters to get optimization

    （ 2 ）針對二維粘彈性沉降預測，確定了模型反演參數的取值范圍，對于多層軟土地基變量同時反演很難獲得最優解的問題，提出結合工程勘察和現場實驗以減少參數的方法獲得最優解。
  4. Application of the matlab - based rbf neural network in prediction of the building settlement

    神經網路在建築物沉降預測中的應用
  5. Prediction of building settlement based on gray system theory and its demonstrative analysis

    基於灰色系統理論的建築沉降預測方法及其實證分析
  6. It is necessary to make more profound research in the field of settlement prediction. in this dissertation, on base of the existing work, the three - point method which is the mostly used method in the settlement prediction has been studied thoroughly firstly, which indicated and discussed the deficiency of the three - point method, and as a result an improved three - point method was put out ; secondly, by analyzing the characteristics of the process of the foundation settlement we put forward the model for predicting foundation settlement based on " law of massaction ". the predictive result was ideal as we applied it to the 3. rd coalfield project of wenzhou power plant and project of wenzhou peninsula, which shows that the model deserve use in much more projects

    本文在對國內外關于地基沉降預測理論的研究進行綜述的基礎上，首先對工程中常用的三點法進行了細致深入的研究，指出以工程實測數據證明的現有三點法在應用時存在的不足，針對該不足進行了探討，並在此分析基礎上提出了預測結果更為理想的改進三點法；其次區別傳統沉降預測方法的研究途徑，本文從沉降過程的發展特徵出發，根據描述物化反應過程發展特徵的質量作用定律原理，探討了一種新的地基沉降預測方法：地基沉降預測的「質量作用定律」模型；本文還以溫州三期煤場工程及溫州淺灘圍塗促淤工程為背景，對上述改進三點法、地基沉降預測的「質量作用定律」模型的工程應用與傳統的預測方法進行了比較，認為這些方法是可行的，並得出一些有用結論。
  7. Various previous methods after the loading is constant are summarized and classified into two categories : semi - math methods and pure - math methods, the common and difference among these methods is discussed. then, by analyzing the characteristics of the process of the foundation settlement, the model for predicting foundation settlement based on " law of massaction " is put forward. this paper relies on the research of the section of the soft foundation of the shen zhen bay

    本文總結了以往荷載穩定后的沉降預測方法，將其劃分為半數學方法與純數學方法，尋找各預測方法相互之間的聯系;其次區別于傳統沉降預測方法的研究途徑，從沉降過程的發展特徵出發，根據描述物理化學反應過程發展特徵的質量作用定律原理，探討了地基沉降預測的「質量作用定律」模型。
  8. Through analyzing the in - situ data such as total settlement, layered settlement and pore water pressure, the actual deformation behavior of soft foundation are mastered. after summarizing the methods of predicting settlement of soft foundation and bring forward a method to predict the post construction settlement of the surcharge preloading soft foundation. and the engineering application of the predicting foundation settlement based on “ law of massaction ” and the traditional predicting methods are compared, the results shows that the model is useable and it deserves more validation in more projects

    本文以深圳灣軟基處理工程試驗區為背景，通過對淺層沉降、分層沉降、孔隙水壓力等資料的分析，掌握了軟基變形的實際性狀;在總結軟基路堤沉降預測方法的基礎上，探討了軟基超載預壓工后沉降預測的參數反演法;並對地基沉降預測的「質量作用定律」模型的工程應用與傳統的預測方法進行了對比，驗證這種方法是可行的，得出了一些有用的結論。
  9. Support vector machine model of settlement prediction of road soft foundation

    公路軟基沉降預測的支持向量機模型
  10. Prediction of final settlement after soft foundation treatment of gangwan road

    港灣大道軟土地基處理最終沉降預測
  11. Case - based reasoning approach to settlement of expressway on soft foundation

    高速公路軟基最終沉降預測的範例推理方法
  12. The second part studies the methods of settlement prediction

    第二部分是沉降預測。
  13. Practical design of soft foundation settlement forecast in expressway

    高速公路軟基沉降預測實用設計與研究
  14. Brief discussion on prediction method for the settlement of soft soil foundation

    淺談軟土地基沉降預測方法
  15. Application of non - spacing interval grey model into subsidence prediction

    非等間距灰色模型在沉降預測中的應用
  16. Settlement prediction of highway soft foundation using support support vector machine

    高速公路軟土路基沉降預測
  17. And the only way to solve the problem is the settlement prediction

    進行地基沉降預測是解決這一課題的必然途徑。
  18. One practical design method of soft foundation settlement forecast in expressway

    高速公路軟基沉降預測實用設計方法
  19. ( 5 ) the nn ( neural network ) prediction model of ground settlement in the shield tunneling is proposed

    （ 5 ）探討和研究了神經網路模型在盾構掘進時引起的地表沉降預測方法及安全性評價。
  20. Application of stochastic medium theory to predicting settlement in longitudinal surface due to tunnel construction by shield

    隨機介質理論在盾構法隧道縱向地表沉降預測中的應用
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