修正剑桥模型,modified Cam-clay model英语短句,例句大全

修正剑桥模型,modified Cam-clay model
1)modified Cam-clay model修正剑桥模型
1.Improvement of modified Cam-Clay model based on transformation of stress space;基于应力空间变换的修正剑桥模型改进
2.The clay stress path constitutive model is identical with the modified Cam-clay model.黏土的应力路径模型与修正剑桥模型相比,在双向加载A区和卸载D区二者完全相同;在单向加载B区和F区,两种模型均可计算塑性应变;特别是在C区和E区,黏土的应力路径模型可计算塑性应变,而修正剑桥模型的塑性应变为0。
3.The extended modified Cam-clay model is used as the soil constitutive relationship,and the interaction between the soil and the retaining wall is considered in simulating the excavation of the deep foundation ditch of a station of the Shanghai Subway.文章以扩展的修正剑桥模型为土体的本构关系,并且考虑土体与支护之间的相互协调作用,采用二维平面有限元法对上海某地铁车站深基坑进行模拟计算,并与实测土压力及朗肯土压力作对比分析。

英文短句/例句

1.Effects of parameters of modified Cambridge model on computed results修正剑桥模型参数对计算结果的影响
2.Application of Modified Cambridge Model in Foundation Excavation修正剑桥模型在基坑开挖分析中的应用
3.Based on the Biot consolidation theory, a plane strain consolidation finite element program PCONMCC taking the Modified Cam-clay constitutive model is compiled.以比奥固结理论为基础,采用修正剑桥模型,编制了平面固结有限元程序。
4.Modified Cambridge visco-elastic-plasticity model considering rheology of soil一个考虑土体流变的修正剑桥粘弹塑性模型
5.Settlement analysis of the foundation with vertical drains by two-dimension FEM (Ⅱ) --FEM program composition based on modified cambridge model coupling biot theory & a case analysis砂井地基沉降的二维有限元分析(二)——修正剑桥渗流耦合模型有限元及实例计算
6.Dynamic Modal Updating and Seismic Response Analysis of Dongping Bridge;东平大桥动力模型修正及地震响应分析
7.Research on the Application of Finite Element Model Updating Technique in Bridge Engineering;有限元模型修正技术在桥梁工程中的应用研究
8.Dynamic and Static-based Finite Element Model Updating of Bridge Structures;基于静动力的桥梁结构有限元模型修正
9.Damage Identification for Long-Span Cable-Stayed Bridge Based on Modal Updating;基于模型修正的大跨斜拉桥损伤识别研究
10.Research on Finite Element Model Updating of Chongqing CaiYuanba Yangtze River Bridge重庆菜园坝长江大桥有限元模型修正研究
11.Finite Element Model Updating of Bridge Structures Based on Static Test Data基于静力测试数据的桥梁结构有限元模型修正
12.MULTI-PHASE FE MODEL UPDATING ON LONG-SPAN CABLE-SUPPORTED BRIDGES大跨度缆索支撑桥梁分阶段有限元模型修正
13.Finite Element Model Updating for Cable-Stayed Bridge Based on Field Testing基于现场测试的斜拉桥有限元模型修正
14.Finite Element Model Updating of Existing Steel Pipe Concrete Arch Bridge既有钢管混凝土拱桥的有限元模型修正
15.Model Updating of Chongqing ShiBanpo Yangtze River Double Line Bridge Based on Static and Dynamic Method;重庆石板坡长江大桥复线桥基于静动力的模型修正
16.Structure Health Monitoring and Finite-Element Model Updating of Yonghe Bridge after Retrofit;永和大桥维修加固后的结构健康监测与模型修正
17.Model Updating, Damage Diagnosis and Prewarning Methods Based on Health Monitoring of Large Cable Stayed Bridges大型斜拉桥基于健康监测的模型修正、损伤诊断与预警方法
18.Identification of soil parameters of extended Cambridge model and its application to Xiaolangdi project扩展剑桥模型参数的优化选择及其应用

相关短句/例句

modified Cambridge model修正剑桥模型
1.Effects of parameters of modified Cambridge model on computed results;修正剑桥模型参数对计算结果的影响
2.This paper introduces in detail the method of two-dimension FEM program composition based on modified cambridge model coupling biot theory.详细介绍了将修正剑桥模型和Biot固结理论耦合形成的修正剑桥渗流耦合模型二维平面应变有限元方法,采用编制的该模型有限元程序,结合前文介绍的砂井地基三维问题等效成二维问题的方法,对某路堤工程砂井地基的沉降进行有限元计算,得到的计算结果与实测沉降结果比较相近。
3.The settlement of one PVD embankment of express road is predicted with finite element method of Biot theory,adopting modified Cambridge model(MCM).采用修正剑桥模型的二维平面应变Biot(比奥特 )固结有限元对一高速公路塑料排水板路基的沉降预测 ,显示结果与实测沉降结果比较接
3)modified Cam Clay Model修正剑桥模型
1.Study on characteristics of over-consolidated soils with modified Cam Clay Model;用修正剑桥模型研究超固结土的变形特性
2.Simulation analysis of triaxial test based on modified Cam clay model;基于修正剑桥模型的三轴试验仿真模拟
3.Based on the modified Cam clay model, a closed-form formula of excess pore water pressure of the soil in the three zones during the cavity expansion is derived.将土体在圆孔扩张过程中的应力分布分为三个区域,基于修正剑桥模型,推导了圆孔扩张过程中土体在三个区域的超孔隙水压力的解析表达式,对比分析了固结比对土体中应力分布的影响。
4)modified cam-clay constitutive relationship修正剑桥模型
1.In this model, the sequential excavation and strut installations are simulated in the stratified soil, and soil nonlinearity is modeled using modified cam-clay constitutive relationship.该模型模拟了深基坑分步开挖过程和支撑方式的变化,土体采用修正剑桥模型。
5)modified cambridge model本构模型修正剑桥模型
6)revised cambridge model修正的新剑桥模型