1) finite layer
有限层
1.
Elastic-viscoelastic correspondence principle for Biot′s consolidation finite layer analysis of viscoelastic soil: theory part;
弹性黏弹性对应原理在黏弹性固结有限层方法中的应用——理论篇
2.
Biot’s consolidation finite layer analysis of viscoelastic soil
考虑固结的黏弹性地基的有限层法
3.
Application of elastic-viscoelastic correspondence principle to Biot′s consolidation finite layer analysis of viscoelastic soil:numeric volume
弹性黏弹性对应原理在黏弹性固结有限层方法中的应用——数值篇
2) finite layer analysis
有限层
1.
The finite layer analysis is applied to solve the 3D excavation problem in transverse isotropic foundation.
首先探讨了有限层法求解开挖问题的难点,即开挖等效荷载的有限层表达和开挖后刚度矩阵的有限层计算,并在此基础上建立了三维横观各向同性土体开挖问题的有限层求解格式,并编制了相应的计算程序。
3) finite layer method
有限层法
1.
Soil is modeled as visco elasto plastic material with layered feature and analyzed by finite layer method in practice.
地基土体采用粘弹塑性流变本构模型 ,为适应地基实际的层状结构 ,采用有限层法分析 ;桩采用弹性杆有限元分析 。
2.
The numerical examples are presented and compared with the analytical solutions to demonstrate the validity of finite layer method.
通过算例的有限层解与解析解的对比分析,在验证有限层法正确性的基础上,深入探讨了计算区域、计算项数等因素对计算结果的影响,得到了计算区域尺寸影响有限层解的收敛速度等结论,最后给出了一定精度条件下计算项数选用的近似估算公式。
3.
The finite layer method(FLM) is a quasi-numerical and quasi-analytic method,which is to discretize one dimension of the spatial domain using finite elements,approximating variations in the other two dimensions by continuous function.
有限层法是一种对空间某一方向进行数值离散,而在其余两方向采用连续函数的半数值半解析方法。
4) Finite Fault
有限断层
1.
Study on Finite Fault Model for Calculation——Considering Slip-Time Function of Heterogeneous DisplacementDistribution in Temporal and Spatial Domain;
关于有限断层计算模型的研究——考虑位错时、空不均匀分布的滑动时间函数
5) a finite soil layer
有限土层
1.
Combined with the boundary conditions,an exact solution was derived for plane strain Biot\'s consolidation of a finite soil layer with anisotropic permeability in the transform domain.
结合边界条件,得到了变换域内渗透各向异性有限土层的平面应变Biot固结问题的精确解。
6) finite element-finite layer method
有限元-有限层法
1.
Based on the synthetical studying , an analysis to piles under simultaneous horizontal and vertical loading is advanced by the finite element-finite layer method in which the layered transversely isotropic and elastic half-space soil model is applied and the influence of P-Δ effect on internal force of piles is considered in this paper .
本文通过综合分析,采用层状横向各向同性弹性半空间地基模型,利用有限元-有限层法,并考虑P-Δ效应对桩身内力的影响,对基桩的P-Δ效应进行了分析。
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