Numerical Analysis of Confining Effect Due to Geosynthetics Wrapping Compacted Soil Specimen
![]() |
Kim, Eun-Ra
(Dept., of Civil Eng., Chonbuk National Univ.)
Kang, Ho-Keun (School of Mechanical and Aerospace, Gyeongsang National Univ.) |
1 |
Analysis of Deformation of Soils Based on the Theory of Plasticity and Its Applications to Settlement of Embankments
/
|
2 |
Constant Volume Shear Strength of Clayey Soils
/
|
3 |
Application of Dilatancy Models to Solis Reinforced by Geosynthetics
/
|
4 |
On the Volume Change of Normally Consolidated Clays
/
|
5 |
Subloading Surface Model in Unconventional Plasticity
/
DOI ScienceOn |
6 |
Stress-Deformation and Strength Characteristics
/
|
7 |
Numerical Simulation of Beam-Shaped Soil Structure Reinforced by Geosynthetics
/
|
8 |
A Deformation Procedure of Input Parameters in Elasto-Viscoplastic Finite element analysis
/
DOI |
9 |
Tarajmechanika
/
|
10 |
Unstandardized Triaxial Testing Procedures and Related Subjects for Inquiry
/
|
11 |
Induced Anisotropy and Time Dependency in Clays
/
|
12 |
Compressive Shear Tests of Compacted Soils Wrapped by Geosynthetics
/
|
13 |
Strength of Dynamically Compacted Soils
/
|
14 |
Change in Undrained Shear Strength Characteristics of Saturated Remolded Clay due to Swelling
/
DOI |
15 |
MOMIS: A Database for the Numerical Modelling of Embankment on Soft Soils and the Comparison between Computational Results and In-situ Measurements
/
|
16 |
Vane Strength in Anisotropically Consolidated Clay Deposits
/
|
![]() |