Cambridge model

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

Application of Extended Cambridge Model in Finite Element Analysis of Deep Foundation Pit

扩展剑桥模型在深基坑有限元分析中的应用

Modified Cambridge Model and Its Simulation Test

对修正剑桥模型的认识及试验模拟

A Basic Framework of Cambridge Model for Unsaturated Soil

非饱和土剑桥模型的基本框架

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

Examination Analysis of Cambridge Model

剑桥模型的验证分析

Optimization of Cambridge Model Parameters for Soft Soil in Subgrade Experimental Section of Beijing-Tianjin Intercity Railway

京津城际路基试验段内软黏土剑桥模型参数优化

Soil parameters for Modified Cambridge Model are obtained with stress-strain behavior under conventional triaxial undrained conditions .

通过普通三轴固结不排水剪切试验获取修正剑桥模型的参数，用MSC。

Simulation of Cambridge model of no-drain three-axis shear experiment

不排水三轴剪切试验的剑桥模型模拟

The analysis modes used by now are summarized , and the Duncan E-B model and the Cambridge model are introduced particularly .

综述了目前常用的土体本构模型，着重介绍了邓肯E-B模型和剑桥模型。

The expressions of these coefficients for Tsinghua elasto-plastic model , modified Lade 's model and modified Cambridge model were derived .

导出清华弹塑性模型、修正的拉德模型和修正剑桥模型的孔压系数表达式；

Two common foundation models , linear elastic model and modified Cambridge model are analyzed , and the former is selected as the model for soft soil in this paper .

分析了常用的两种地基模型&线弹性模型和修正剑桥模型，并选择了线弹性模型作为本文的地基模型；

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

For example , the famous modified Cambridge model can display the elastic - plastic property of soil , but it can not display the rheological behavior of soil .

比如著名的修正剑桥模型能较好的反映土体的弹塑性，但不能考虑流变特性。

In combination with the modified Cambridge model , the model was applied to calculation and analysis of an experimental section consolidated with the vacuum-surcharge preloading method , and the result was satisfactory .

结合修正剑桥模型，对某真空堆载联合预压试验段进行了计算、分析，取得了令人满意的结果。

There are mainly three economic increase models : Halod-DaMa model , new classical model and new Cambridge model , but they have a common error that neglects the fuction of goods market element .

关于经济增长模型主要有三种：哈罗德&多马模型、新古典模型、新剑桥模型。但它们都有个共同缺点：忽略了商品市场需求要素的作用。

In the next , The geo-materials double yield constitutive model assembled by the geo-materials of D-P cap model and the geo-materials of Modified Cambridge Model .

接着将岩土材料的D-P帽盖模型和修正剑桥模型进行组合，得到一种岩土双屈服面模型。

In the analysis , the soil body of close field is simulated with the modified Cambridge Model on the contact surface between the pile and soil and the non linear analysis for the far field soil body .

分析中用修正剑桥模型进行近域土体的模拟，对桩土接触面及远域土体进行非线性分析。

Cambridge model can be used in analyzing normally consolidated and feeble-overconsolidated clay . After Modified , the model is broader in application field , but the third stress invariant can not be considered .

剑桥模型适用于正常固结和弱超固结粘土，经修正后的模型应用范围扩大，但仍未考虑第三应力不变量的影响。

A typical example for the shallow base on the natural soil is analyzed by the proposed structured model and that by the Cambridge model for comparison with FEM . it is showed that the result is reliable .

用所提出的结构性弹塑性软化模型编制了有限元程序，对天然结构性土体地基上的浅基础问题进行了数值模拟，为了便于比较，还使用了剑桥模型进行了对比计算，分析结果稳定可靠。

The nonlinear and plastic materials are defined . In the program , the used soil constitutive models include Duncan-Chang constitutive model , K-G model , modified Cambridge model and Drucker & Prager elastoplastic model .

在程序中土体实现了材料的非线性和弹塑性，分析中采用的土的本构模型有非线性的邓肯-张模型、成都科大K-G模型和弹塑性的修正剑桥模型、Drucker-Prager模型。

Finite difference numerical simulation on three-axis shear experiment of low-over concretion clay soil is done applying for corrected Cambridge model , and compares breaking critical state with approximate analytic solution , it proves reliability of numerical simulation .

采用修正剑桥模型对一种弱超固结粘土进行三轴剪切试验的有限差分数值模拟，对破坏临界状态和近似解析解进行比较，验证了数值模拟的可靠性。

Cambridge model is based on the theory of traditional plastic , with simple and practical features , but the Cambridge model can not properly describe the material by the shear dilatancy dilatancy reduced to the critical point of the deformation characteristics .

剑桥模型以传统弹塑性理论为基础，具有简单实用的特点，但是剑桥模型不能恰当的描述剪胀性材料由剪缩到剪胀的临界点的变形特性。

On the basis of the modified Cambridge model , and with the rheology of soil considered , a new modified Cambridge visco elastic plasticity model is presented , which can comprehensively reflect the visco elastic plasticity of soil deformation .

在修正剑桥模型的基础上，考虑土的流变性，提出一种可较全面地反映土体变形的各种粘弹塑性特征的修正剑桥粘弹塑性模型。

In the analysis the nonlinear E-u model , K-G model and Cambridge model with two yield surfaces are employed in the analysis of near-field soil , and the nonlinear analysis method is used in the piles-soil interface and distant-field soil .

在分析中，分别采用了非线性E-μ的模型、K-G模型、修正剑桥模型进行近域土的模拟，对接触面及远域土则进行非线性分析。

Two different stress-strain models , a new developed hyperbolic model and the Cambridge model , have been used to analyze the performance of a rockfill dam with core of weathered rock and red clay in the various stages of construction , water impounding and drawdown .

本文采用考虑剪胀性的双曲线模式和剑桥模式对正在修建的鲁布革电站风化料心墙堆石坝进行有效应力应变分析。

Considering the variation of volume of soils , the analytical expressions for distribution of the stress and displacement in unsaturated soils after the expansion of spheric cavity could be deduced on the basis of the cavity expansion theory combining with the Modified Cambridge Model .

在考虑土体体积变化的前提下，应用圆孔扩张理论，结合修正剑桥模型推导出了非饱和土中球形孔扩张后，土体中应力、位移分布的解析解；

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

2D finite element methods ( FEM ) model were built for simulating the settlement and deformation of weak ground under large ore stacking yard . The Linear Elastic Soil Model and Modified Cambridge Soil Model were applied for comparative analysis .

通过建立矿石堆场地基的二维有限元模型，对矿石堆场下软弱地基的应力变形进行模拟计算，计算中采用了土体的线弹性模型和剑桥模型进行对比分析。

In New Cambridge economic growth model , we induct a new variable , technology labor .

在新剑桥经济增长模型中，我们引入了技术劳动者这一新的变量。