1.
One-dimensional nonlinear consolidation analysis of structured natural soft clay subjected to arbitrarily time-dependent construction loading
任意施工荷载作用下天然结构性软粘土的一维非线性固结分析
2.
Natural clays have their structure which must be destroyed during the deformation process.
天然粘土一般都具有结构性，其变形过程必然伴随着结构的破坏。
3.
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
4.
Elasto-plastic boundary surface model for natural soft clay with structural damage
天然状态结构性软黏土的边界面弹塑性模型
5.
Research on the Viscoelastic-Viscoplastic-Damage Model of Structural Soft Soil;
结构性软土的粘弹塑性损伤模型研究
6.
Studies on the One-Dimensional Elastic-Viscoplastic Consolidation Behavior of Structured Soft Clay;
结构性软土一维弹粘塑性固结性状研究
7.
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
8.
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
9.
Analytical Calculations of Sluice-pumping Station Structure on Soft Clay Ground Based on Viscoelasticity;
基于粘弹性理论软土地基闸站结构的计算分析
10.
Microstructural Behavior of Saturated Soft Clay and an Elasto-Plastic Constitutive Model Considering Microstructure;
饱和软粘土的微结构特性及其微观弹塑性本构模型
11.
Preparation of Polyamide 6/Rubber/Unmodified Clay Nanocomposites and Their Morphologies, Structure and Properties
聚酰胺6/橡胶/天然粘土纳米复合材料的制备及其形态、结构与性能研究
12.
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
13.
A black, viscous natural bitumen.
软沥青一种天然的黑色粘性沥青
14.
The Study on the Micro-structure and Dynamic Characteristic of Soft Clay Around Tunnel under the Subway-Included Loading;
地铁振动对隧道周围软粘土微结构影响及动力特性研究
15.
Viscous Elasto-plastic Analysis of Soft Foundation Soils with Laying on Structures and Its Engineering Applications;
软土地基与上卧结构的粘弹塑性分析及其工程应用
16.
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
17.
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
18.
The soft soil is featured by big viscosity, bad water permeability, big water content, low bearing capacity, big settlement and complex soil layers.
软土地基的土质具有粘性大，透水性差，含水量大，承载力低，沉降量大，土层结构复杂等特点。