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calculated settlement meaning in Chinese

沉陷计算值

Examples

  1. On this basis , a method to calculate settlement during and after filling and an equation to estimate the capacity for landfills are also presented . the proposed methods are simple and parameters are tended to be determined with accuracy
    在此基础上,提出了填埋场在填埋期间及封顶后的沉降公式及实用的容量计算方法,该方法原理简单,参数容易选取并已经有了相当的精度。
  2. And in this paper , the prediction method of the foundation settlement after construction is discussed . firstly , two - dimensional formulas of biot ' s consolidation fem base on nonlinear hyperbolic model and merchant ' s model are presented to calculate settlement of saturated soft clay ground
    因而有必要对软土路堤工程的工后沉降进行较为准确的预测,使得预测结果与实际结果更为接近准确以适时的提供日后维修解决工后沉降问题。
  3. At the same time , the applicability and error of different methods used in prefabricated plastic to calculate final settlement based on the field settlement data and to calculate percent consolidation were compared in this dissertation . the results could be a reference in choosing the method of calculating settlement and percent consolidation and to evaluate the error of results in other projects
    对目前根据现场实测沉降资料推算最终沉降的方法和常用的固结度计算方法在用于塑料板排水法时的适用性和计算结果的偏差规律进行了比较研究,可作为选择计算方法和估计计算误差的依据。
  4. And the results show that the calculated settlement agree well with that of measured . the paper established the dynamic pore pressure models of soft soil subgrade and composite foundation , compiled the dynamic fem program of undrained effective stress method , considering the elasto - plasticity of foundation soil as well as the interaction of pavement and foundation , thoroughly analyzed the deformation characteristics of pavement and foundation , and these results are instructive for the construction of pavement or airport runway
    本文建立了软土地基和复合地基的动孔压经验模型,编制了不排水有效应力动力反应分析有限元程序,不仅考虑了地基土体的弹塑性,而且考虑了道路结构与地基的相互作用,比较全面地分析了交通荷载作用下道路与地基的整体变形特性,对道路工程或机场道面工程的建设具有一定的指导意义。
  5. Thirdly , a calculation formula of distortion settlement is established by considering soil structure damage and plastic drain board restraining displacement of soft foundation . starting with discussing the main factors affecting settlement of consolidated foundation , a reasonable method to modify the calculated settlement of soft foundation by layer - wise summation method is presented here . with calculable coefficients of volume deformation , lateral displacement and structure damage to modify the settlement will be closed to measurer settlement
    ( )在土体损伤理论的基础上建立了考虑结构损伤、排水板加筋作用的瞬时沉降计算公式,分析了影响土体沉降的主要因素,提出了对按单向分层总和法计算的固结沉降量进行体积应变、侧向位移、土体结构损伤三项修正的方法,以上述三个修正系数取代原来单一的综合经验系数,使沉降计算值与实测值更接近。

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