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Experimental investigation on lateral load model pile in soft clay;

软粘土中水平荷载模型桩的试验研究

Deformation and strength of structural soft clay under cyclic loading;

循环荷载作用下结构性软粘土的变形和强度特性

Test research on dynamic compaction for reinforcing soft clay foundation;

动力固结法加固软粘土地基试验研究

The numerical analysis of visco-elastic-plastic Biot′s consolidation for soft clay foundation

软粘土地基粘弹塑性比奥固结的数值分析

The investigation of shear strength of partly consolidated clay

未完全固结软粘土抗剪强度试验研究

Degradation of Soil Structure and Anisotropic Plasticity Evolution of Natural Clay;

软粘土结构性、塑性各向异性及其演化

Experimental Study on the Consolidation Bahavior of Soft Clay under Vacuum Preloading;

真空预压下软粘土固结性状试验研究

A STUDY ON CYCLIC STRENGTH OF SOFT CLAY BASED ON BP NEURAL NETWORK

基于BP神经网络软粘土循环强度研究

Effect of Consolidation Time on Dynamic Shear Modulus of Soft Clay

固结时间对软粘土动剪切模量的影响

Cyclic-degradation-pore pressure generation model for anisotropic consolidated clay

各向异性固结软粘土的循环软化-孔压模型

Model Tests and Study on Mechanism of Pile-Soil Interaction in Soft Clay

软粘土中桩土共同作用模型试验与机理研究

Elastic-Viscoplastic Consolidation Theory of Non-linear Rheologic Structured Soft Clay and Settlement Calculation of Vertical Drains Ground

非线性流变结构性软粘土弹粘塑性固结理论及砂井地基沉降计算

In-situ test study on soft soils improvement by the DCM combined with dewatering

强夯-降水联合加固饱和软粘土地基试验研究

The Laboratory Model Tests for Soft Clay Ground Consolidated by Quicklime Pile

石灰桩加固软粘土地基的室内模型试验

Application and calculation & mechanism of the improving soft soil with DCM

软粘土地基强夯加固机理、计算与推广应用

The Behaviour Research of Triaxial Compression Test Under the Different Stress-Path in Dagan Ping Soft Clay

大甘坪软粘土不同应力路径的三轴试验特性

Law of Consolidation Creep Strain and Stress Relaxation in Saturated Soft Clay

饱和软粘土固结、蠕变变形和应力松弛规律

PORE PRESSURE OF SOFT CLAY UNDER ROTATING PRINCIPAL STRESS

主应力方向偏转下的软粘土孔隙压力性状

Research on Soft Clays' Constitutive Relations Based on Hyper-plasticity;

基于超塑性力学的软粘土本构理论研究

Experimental Study on the Properties of Structural Soft Clay under Cyclic Loading;

循环荷载作用下结构性软粘土特性的试验研究

Experimental Study on Effect of Variation of Principal Stress Orientation on Undisturbed Soft Clay;

考虑主应力方向变化的原状软粘土试验研究