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1.
The numerical analysis of visco-elastic-plastic Biot′s consolidation for soft clay foundation
粘土地基粘弹塑性比奥固结的数值分析
2.
Study on the bearing capacity table of clay soil in Hefei city
合肥地区粘土地基承载力表建立方法的探讨
3.
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
4.
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
5.
Application and calculation & mechanism of the improving soft soil with DCM
粘土地基强夯加固机理、计算与推广应用
6.
On the Theory of Large-Strain and Non-Linear Rheological Consolidation of Soft Clayey Soils;
粘土地基大应变非线性流变固结理论研究
7.
Studies on the Non-linear Rheologic Consolidation Behavior of Layered Soft Clayey Soils;
成层软粘土地基非线性流变固结性状研究
8.
Calculation and Predicting Inverse-analysis of Soft Clay Ground Settlement;
粘土地基沉降计算及其预测反演分析
9.
A probe into norms for strengthening sandy - clay foundationwith single - pipe swirl grouting method;
单管旋喷注浆法加固砂粘土地基定额的探讨
10.
Research on Application of Double-Control Dynamic Consolidation Method in Strengthening Soft Clays
双控动力固结法加固软粘土地基的应用研究
11.
Test on a Soft Red Clay Foundation Reinforced by Dynamic Consolidation Method with Cushion
垫层强夯法加固红粘土地基的试验研究
12.
Application of Bayesian theory in ground settlement of red clay
贝叶斯理论在红粘土地基沉降中的应用
13.
Analysis of Pore Pressure Static Cone Penetration Test to determine Soft Clay Strength
孔压静力触探确定软粘土地基强度方法分析
14.
Spatial Probabilistic Characteristics of Geotechnical Parameters and Probability Analysis of Consolidation of Soft Clay Ground
土工参数空间概率特性及软粘土地基固结概率分析
15.
Research on Settlement Characteristics of Unsaturated Silt and Silty Clay Subsoil between Qingdao and Jinan Special Passenger Train;
胶济客专非饱和粉土、粉质粘土地基沉降特性试验研究
16.
The research results provides important basis for the design of side slope of swelling clay embankment dam and the consolidation and treatment of swelling clay foundation.
研究结果为膨胀粘土堤坝边坡设计以及膨胀粘土地基加固、处理提供了重要的依据
17.
The Deformation Calculation Study of Bucket Foundations in Soft Clay under Cyclic Loads;
循环荷载作用下软粘土地基桶型基础变形的计算研究
18.
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