Stability Analysis of Waste Landfill Using Multi-interface Element Numerical Method |
장연수
(동국대학교 토목환경공학과)
김홍석 (동국대학교 대학원 토목환경공학과) |
1 |
Finite Element Analysis of Port Allen and Old River Locks
/
|
2 |
Analysis of Geosynthetic Lining Systems(GLS) Undergoing Large Deformations
/
DOI ScienceOn |
3 |
Stability of Soil-Coverd Geosynthetic-Lined Slopes: A Parametric Study
/
|
4 |
A Computer Model for Simulating Progressive, Large-scale Movements in Blocky Rock Systems
/
|
5 |
Strength, Stress-Strain and Bulk Modulus Parameters for Finite Element Analysis of Stresses and Movements in Soil Masses
/
|
6 |
The Use of Triaxial Tests for the Mechanical Characterization of MSW
/
|
7 |
Structural Integrity of Composite Geosynthetic Lining and Cover Systems
/
|
8 |
Stability of Soil Layers on Geosynthetic Lining Systems
/
|
9 |
A Model for the Mechanics of Jointed Rock
/
|
10 |
Stability and Tension Considerations Regarding Cover Soils on Geomembrane Lined Slopes
/
DOI ScienceOn |
11 |
Finite Element Analysis of Stability of Cover Soil on Geomembrane-lined Slopes
/
|
12 |
The Slope Stability of Geomembranes in Landfill Facillities
/
|
13 |
Kettleman Hills waste Iandfill slope failure I: liner-system properties
/
DOI |
14 |
/
|
15 |
Stability Analysis of Landfill Slopes: A Probabilistic Approach
/
|