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time-dependent load in Chinese

Pronunciation:
How to pronounce "time-dependent load""time-dependent load" in a sentence

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  • 隨時(shí)間變化的載荷

Examples

  • Analytical solutions for consolidation of composite ground with granular columns under time - dependent loading
    變化荷載下散體材料樁復(fù)合地基固結(jié)解析解
  • The analytical theory for one - dimensional large - strain and non - linear consolidation of soft soils under time - dependent loading obtained herein provides a direct and efficiency tool for the verification of numerical methods used in solving large - strain consolidation problems . moreover , the semi - analytical method and the corresponding computer code developed provide more reasonable theoretical supports for practical consolidation analyses and computations of soft clayey soils
    本文在簡(jiǎn)化假定下給出的考慮變荷載的軟粘土一維大應(yīng)變非線性固結(jié)解析解為大應(yīng)變固結(jié)問(wèn)題各種數(shù)值解法的驗(yàn)證提供了直接有效的工具；建立的半解析法和編制的相應(yīng)程序?yàn)閷?shí)際軟粘土地基的固結(jié)分析提供了更為先進(jìn)合理的理論支撐。
  • Analytical solution was obtained for one - dimensional large - strain and non - linear consolidation of single - layered soil under time - dependent loading on the basis of some simplifications . meanwhile , semi - analytical method was proposed for solving more complicated consolidation problem and corresponding computer code was developed for one - dimensional large - strain consolidation analyses , in which , complicated factors such as selfweight , non - linear and rheological properties of soft soils can be all taken into consideration . the correctness of the method and that of the code were verificated through comparing the results with those obtained from available analytical solutions
    然后根據(jù)離散和解析相結(jié)合的原則，利用已有的成層地基一維線彈性固結(jié)解析解，建立了能求解復(fù)雜一維固結(jié)問(wèn)題的半解析方法，編制了相應(yīng)的能綜合考慮土的非線性、流變、成層性、自重以及變荷載等復(fù)雜因素的軟粘土一維大應(yīng)變固結(jié)計(jì)算程序，并通過(guò)與已有各種解析解的比較對(duì)半解析法及其程序的正確性和有效性進(jìn)行了驗(yàn)證。
  • A corresponding computer program named aodnrcls is developed for the first time for solving non - linear rheological consolidation problem , in which important characteristics of soft clay such as its non - linear rheological and layered properties , the variation of permeability , the self - weight and time - dependent loading can be taken into account . the reliability of the program is verified through being compared with other known analytical solutions and numerical methods
    首次編制了能同時(shí)考慮土的非線性流變特性、成層性、滲透性變化以及土體自重和變荷載的固結(jié)計(jì)算程序aodnrcls ，并且通過(guò)與已有的解析解或數(shù)值方法計(jì)算結(jié)果進(jìn)行比較，驗(yàn)證了本文半解析算法和程序的正確性。
  • The self - weight of soil is an important factor affecting consolidation , and once it is taken into consideration , the consolidation becomes quicker and final settlement becomes larger . rheological property of soft soil contributes to delaying consolidation . the influences such as nonlinear variations of compressibility and permeability , rheological and layered properties of soil , self - weight and time - dependent loading are interacted each other and very complicated , and only they are all taken into consideration , can the consolidation behavior of soft soils be actually revealed
    研究表明：大、小應(yīng)變固結(jié)理論的差異隨土壓縮性或荷載的增大而越趨明顯；土體自重是影響固結(jié)的一個(gè)重要因素，考慮自重要比不考慮自重固結(jié)快、最終沉降大；土的流變性增大將最終遲滯軟土地基的固結(jié)；土的壓縮性和滲透性的非線性變化、土的流變性、成層性、自重及變荷載等因素對(duì)固結(jié)的影響相互交織，錯(cuò)綜復(fù)雜，在固結(jié)分析中對(duì)之綜合加以考慮，才能真實(shí)反映軟土的固結(jié)性狀。
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