动力固结 meaning in Chinese
dynamic co olidation
dynamic consolidation
Examples
- This dissertation is based on biot ' s equations governing the behavior of saturated linear elastic porous soil under dynamic loads . on the basis of the existing work , two - dimensional biot ' s consolidation of layered saturated soils under variable loading is studied analytically and numerically
在前人研究的基础上，本文基于biot的动力固结方程，在方程推导中考虑了水土耦合项，用解析和数值方法研究了动荷载作用下地基的固结情况。 - A dynamic interaction schematic of an end bearing or elastic bearing pile with arbitrary force at pile top is founded . by using helmholtz resolution and the operator decomposition method , biot ' s equations governing motions of a porous solid saturated with interstitial fluid are decoupled
建立饱和土中端承桩和摩擦桩在任意激振力作用下的理论模型，利用位移势函数及微分算子分解方法，得到饱和土层biot动力固结方程的分离变量解。 - The formula of dynamic fem is deduced based on dynamic biot ' s consolidation equation considering the coupling of seepage and dynamic analysis with time - history analysis method . parameters are determined from tests and a fem program is developed . dynamic responses of free field and superstructure considering different replacement ratio are analyzed
采用时程分析法，以渗流和动力分析相耦合的biot动力固结方程为基本方程，推导了动力分析有限元计算分析的格式，编制了相关计算程序，水泥搅拌桩复合地基的静力和动力参数由本文的试验确定。 - Further researches aimed to the study of the effect of treatment and the analyses of the designing method are essential desired o promote the level of application . based on the analyzing the method of designing the dynamic compaction in the world and studying the force mechanism of dynamic compaction
本文在综合分析和归纳目前国内外强夯技术和强夯方法的基础上，通过深入分析土的动力固结特性和震动波压密理论，对强夯加固地基的作用机理进行了深入的探讨，提出了强夯加固软弱地基的一些新观点。 - The main work includes : based on biot ' s dynamic consolidation equations , by the method of integral transform and matrix transfer , two - dimensional consolidation of layered saturated soils is studied . then , the general integral solutions of stress ( including pore pressure ) and displacement ( including fluid flow ) of any point were obtained under harmonic vibration loads according to staunch boundary condition . second , a program to verify the correctness of this dissertation is developed
主要工作有：本文根据biot平面动力固结方程，运用积分变换和矩阵传递的方法，研究了成层饱和地基的二维biot固结问题，根据下边界为不透水基岩的边界条件，获得了地基表面作用简谐振动荷载时，任意点应力(包括孔压) 、位移(包括流体流量)的一般积分形式解。