consolidation excess
英 [kənˌsɒlɪˈdeɪʃn ɪkˈses]
美 [kənˌsɑːlɪˈdeɪʃn ɪkˈses]
合并溢值
双语例句
- The rapid pick-up in Russian investment abroad is driven by factors such as gaining critical mass to survive consolidation; gaining access to new markets, raw materials, technology transfer and management know-how; coping with excess liquidity; and the lack of expansion opportunities at home.
俄罗斯海外投资的迅速增长，主要受到以下因素的推动：获得关键的多数股权，经受行业整合的考验；进入新市场，获得原材料、技术转让和管理技能；解决流动性过剩问题；国内缺乏扩张机会。 - The Construction Technology of Dynamic Consolidation for Collapsible Loess Subgrade Spanish cedar is very good a absorbing moisture, so they can absorb excess moisture in the humidor.
湿陷性黄土路基强夯法施工工艺探讨第二：西班牙杉木吸水力强，以帮忙吸收保湿盒里多馀的湿气。 - The average consolidation degrees defined by excess pore water pressure and settlement respectively are different to some extent.
分别按孔压和沉降定义的总平均固结度有一定程度差别； - Then the mechanism of consolidation of double-layered ground improved by surcharge preloading method is analyzed, and a method to calculate the excess pore water pressure in the double-layered ground under the condition of staged loading or unloading is deduced.
分析了双层地基超载预压的固结、沉降机理，给出了多级等速加、卸载条件下双层地基一维固结孔压解析解。 - Based on consolidation theory of two-layers foundation, formula for excess pore water pressure in reinforced area and substratum of CFG-pile composite foundation is deprived. And get the whole mean consolidation degree, consolidation degree of reinforced area and substratum under load exerted equally and once.
基于双层地基固结理论，推导了CFG桩复合地基加固区、下卧层孔压分布公式，获得了单级匀速加载情况下，复合地基平均固结度、加固区固结度和下卧层固结度。 - According to the theory of equivalent of seepage discharge to volume change, a simplified formula for consolidation is derived from the concept of average excess pore water pressure.
根据排水量与体变等效原理，用平均超孔隙水压力的概念推导出一种简化的固结计算式。 - Consolidation effect due to increase of effective stress in surrounding soil after excess pore pressure dissipation;
超静孔隙水压力消散引起的固结作用； - It has been shown that the converting methods introduced can give reasonable settlement for consolidation of sand-drained ground although the precision need to be enhanced, but they cannot give reasonable distribution of excess pore water pressure.
本文研究表明：虽然计算精度还有待提高，砂墙简化算法用于计算砂井地基的沉降和发展是可行的，但难以合理计算砂井地基中的超静孔压分布。 - In an engineering case, dynamic consolidation test was designed, and excess pore water pressure test was carried out.
设计强夯试验，动态观测了超静孔隙水压力的变化。 - According to the equivalent relationship of the seepage discharge to the volumetric change, the equations for the consolidation of cement-pile reinforced foundations were derived using the concept of average excess porewater pressure.
根据固结过程中孔隙水排出量等于单元体体积减小量的关系和平均超孔隙水压力的概念，推得水泥土桩复合地基的固结方程。 - Based on the Terzaghi's theory of consolidation, it is used to derive, directly from the time-compression curve of soil, the coefficient of consolidation which controls the rate of dissipation of the excess pore pressure.
按照Terzaghi固结理论，直接从土体压缩时间过程定出控制孔压消散速率的固结系数，暗含固结度Uσ和压缩度Uε等同的假设。 - A formula of consolidation degree under multilevel loading condition is recommended by considering the dissipation rule of excess pore water pressure.
针对多级加载条件下超静孔压的消散规律，提出了根据孔压计算土体固结度的近似公式。 - Based on the consolidation mechanism analysis of the warping clay under osmotic pressure, a finite strain osmotic pressure consolidation equation, of which the excess pore-pressure or void ratio was selected as dependent variable, was derived.
首先，通过分析渗压作用下的淤填粘土的固结机理，推导出以超孔隙水压力，孔隙比为控制变量的有限应变渗压固结微分方程。 - With the establishment of the relationship between the degree of consolidation determined by the coefficient of stress and that by the coefficient of strain, the coupling effect of dissipation of excess porewater pressure and deformation of soil skeleton was analysed.
通过建立按应力定义和按应变定义的固结度之间的解析关系，可以分析固结过程中孔隙水压力消散与变形的耦合作用。 - For the consolidation stage due to the dissipation of excess pore water pressure, the mass of pore air can be neglected. And the consolidation equation is solely about the dissipation of excess pore water pressure.
对于超孔隙水压消散的固结过程，可忽略孔隙气的质量，单独对孔隙水建立连续性方程。 - Based on the Biot consolidation theory, the engineering software FLAC is used to simulate the scatter process of the excess pore water pressure. Finally, the bearing capacity of riser with time is researched.
在分析研究Biot固结理论的基础上，用工程软件FLAC对隔水导管打入产生的超孔隙水压力的消散过程进行数值模拟。最后，对隔水导管承载力的时效性进行分析研究。 - Considered radial consolidation of sand drain, analytical solutions of excess pore water pressure were analyzed.
考虑砂井径向固结，进行了超孔隙水压力解析解研究。 - Finite element analysis was adopted to analyze the consolidation of three typical segments of sea dike engineering. And the variation procedure of effective stress and excess pore pressure were obtained.
采用有限单元法分析了海堤工程三个典型断面地基固结过程，获得有效应力和超静孔隙水压力的发展规律。