饱和粘土

基于不同应力路径下饱和粘土的三轴试验和反问题理论，提出了用改进BP神经网络和径向基函数（RBF）神经网络这两种方法来建立粘土的本构模型。

Based on the triaxial experiments of saturated clay under different stress paths and inverse problem theory , the reformed back propagation ( BP ) neural network and the radial basis function ( RBF ) neural network are used to establish the constitutive model of clay .

论高填路堤填土施工对饱和粘土地基的影响

Discussion on effect of high filling construction to saturated clay foundation

提出了一个适合于饱和粘土的多功能热–力学模型，对加荷行为（LY表示加荷屈服），采用Picard（1994）提出的屈服面来描述；

A multi-mechanism thermo-mechanical model for saturated clays is presented . For the description of the loading behaviour , the yield surface proposed by Picard ( 1994 ) was adopted ( LY for loading yield ) .

饱和粘土三轴冻胀应力-应变关系试验研究

Experimental Investigation on Triaxial Frost Heaving Stress-Strain Relationship of Saturated Clay

饱和粘土中基础承载力的三维大变形分析

Large deformation analysis of bearing capacity of foundation in clay

冲击荷载下饱和粘土孔压特性初探

The properties of porewater pressure in saturated clay soils under impact load

镉、锌离子在非饱和粘土中迁移试验研究

Experimental Analysis of Migration of Cadmium and Zinc Ions in Unsaturated Clay

饱和粘土中平均塑性体积应变对压密注浆的影响

Effects of average plastic volumetric strain on compaction grouting in saturated clay

正常压密饱和粘土的抗剪强度理论

Theory of Shear Strength for Normally Consolidated Saturated Clay

饱和粘土微粒结构及其工程特性研究

Micro structure of Saturated Clay and Its Engineering Characteristics

饱和粘土本构关系的神经网络模型

Two neural network models for saturated clay constitutive relations under different stress paths

饱和粘土中静压桩沉桩机理及挤土效应研究综述

Review of Penetration and Soil Compaction Effect of Pile Jacks in Saturated Clay

饱和粘土抗剪强度试验方法的比较

Comparison of shearing strength testing methods of saturated clay

正常固结饱和粘土的孔隙水压力

Pore water Pressure in Normally Consolidated Saturated Clays

超固结饱和粘土的内时本构模型

The Endochronic Constitutive Model for Saturated Overconsolidated Clays

深厚饱和粘土的物理性质特征

Physical characteristics of the deep and saturated clay

假定为正常固结饱和粘土，平面应变问题。

Normally-consolidated and saturated clay is assumed , and plane strain problem is considered .

饱和粘土地基排水固结法土坡稳定分析的讨论

Discussion on slope stability analysis for EMBANK-MENT fill on saturated foundation under drainage consolidation

周期荷载作用下饱和粘土的一维固结

1-D Consolidation of Saturated Clays under Cyclic Loadings

非饱和粘土柱冻结时之若干特性

Some Characteristics of Unsaturated Clay During Freezing

挤土灌注桩穿越饱和粘土的设计与施工实例

Practice of Design and Construction in Extrusion Soil-bored Concrete Pile Pass Through Saturated Clay Ground

从研究珠江三角洲饱和粘土的微结构特性入手，通过取原状土样、冷冻、升华获得原状土微结构样品；

Abstract The paper analyzes the micro structure property of satured clay of the Pearl Delta .

基于灰度计算饱和粘土的孔隙率

The Computation of the Porosity of Saturated Clay Based on the Gray Scale of Soft Microstructure Graph

首先介绍非饱和粘土的团结理论，并通过巴登的解，找到确定非饱和粘土团结系数的确定方法。

The method for determination of consolidation coefficient of unsaturated clays is found based on Bardens solution .

该试验的研究结果对于饱和粘土的加固和深基坑止水帷幕的设置有指导意义。

The testing study results are valuable for preventing water curtain of deep excavation and consolidating soft clay .

实验结果表明饱和粘土微尺度孔隙渗流为非线性流。

Results of experiments show that flow in micro-scale pore of saturated clays follows law of nonlinear flow .

本文通过离心试验，研究了饱和粘土在考虑土体自重应力作用下的固结变形特性。

Study of the consolidation and deformation characteristics of saturated clay under self-weight by centrifuge model is described .

对正常固结饱和粘土的三轴不排水压缩试验结果进行了分析。

Analyses were carried out of the undrained triaxial compression test results of several normally consolidated saturated clays .

各向异性饱和粘土的比电导模型固结比对饱和砂土液化的影响研究

The Models of Specific Electrical Conductivity of Saturated Anisotropic Clay Effect of the Consolidation Ratio on Saturated Sand Liquidation

研究了在循环荷载作用下具有双面半透水边界的饱和粘土层的一维固结问题。

One-dimensional consolidation of soft clays under cyclic loadings taking into account the impeded boundaries is studied in this paper .