A Fully Coupled Hydrogeomechanical Numerical Analysis of Rainfall Impacts on Groundwater Flow in Slopes and Slope Stability
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김준모 (서울대학교 자연과학대학 지구환경과학부) |
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FEMWATER: A Finite Element Model of Water Flow through Saturated-Unsaturated Porous Media - First Revision
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Slope Instability Caused by Small Variations in Hydraulic Conductivity
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DOI ScienceOn |
3 |
Mathematical Model for Regional Land Subsidence Due to Pumping, 2. Integrated Aquifer Subsidence Equations for Vertical and Horizontal Displacements
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DOI |
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Gravity-Driven Groundwater Flow and Slope Failure Potential, 1. Elastic Effective-Stress Model
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DOI |
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Evaluation of Fully-Coupled Strata Deformation and Groundwater Flow in Response to Longwall Mining
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DOI |
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General Theory of Three-Dimensional Consolidation
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DOI |
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Numerical Simulation of the Noordbergum Effect Resulting from Groundwater Pumping in a Layered Aquifer System
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DOI ScienceOn |
10 |
A Mathematical Model for Regional Land Subsidence Due to Pumping, 3. Intergrated Equations for a Phreatic Aquifer
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DOI ScienceOn |
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MA28; A Set of FORTRAN Subroutines for Sparse Unsymmetric Linear Equations
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A Constitutive Model for Partially Saturated Soils
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DOI |
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Groundwater Modelig by the Finite Element Method, Water Resources Monograph Series
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A Fully Coupled Model for Saturated-Unsaturated Fluid Flow in Deformable Porous and Fractured Media
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A Mathematical Model for the Hydraulic Properties of Deforming Porous Media
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DOI |
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On the Formulation of Saturated-Unsaturated Fliuid Flow in Deformable Porous Media
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DOI ScienceOn |
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Finite Element Modelling for Land Displacements Due to Pumping
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DOI |
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Effects of Horizontal Drains on Slope Stability under Rainfall by Three Dimensional Finite Element Analysis
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DOI ScienceOn |
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Three-Dimensional Finite Element Modelling for Consolidation Due to Groundwater With-drawal in a Desaturating Anisotropic Aquifer System
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DOI ScienceOn |
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A fully Coupled Finite Element Analysis of Water-Table Fluctuation and Land Deformation in Partially Saturated Soils Due to Surface Loading
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DOI ScienceOn |
23 |
A Numerical Investigation of the Stability of Unsaturated Soil Slopes Subjected to Transient Seepage
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DOI ScienceOn |
24 |
A Pore-Pressure Diffusion Model for Estimating Landslide-Inducing Rainfall
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DOI ScienceOn |
25 |
NSPCG User's Guide Version 1.0: A Package for Solving Large Sparse Linear Systems by Various Iterative Methods
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A Closed-Form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils
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DOI ScienceOn |
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Large Strain Static and Dynamic Semisaturated Soil Behaviour
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DOI ScienceOn |
29 |
Gravity-Driven Groundwater Flow and Slope Failure Potential, 2. Effects of Slope Morphology, Material Properties, and Hydraulic Heterogeneity
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DOI |
30 |
Surface Subsidence and Drawdown of the Water Table Due to Pumping
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DOI ScienceOn |
31 |
Vertical and Horizontal Land Deformation on a Desaturating Porous Medium
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DOI ScienceOn |
32 |
COWADE123D: A Finite Element Model for Fully Coupled Saturated-Unsaturated Water Flow in Deforming One-,Two-, and Three-Dimensional Porous and Fractured Media
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A Fully Coupled Model for Water Flow and Airflow in Deformable Porous Media
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DOI |
35 |
A Three-Dimensional Finite-Element Model for Simulating Water Flow in Variably Saturated Porous Media
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DOI ScienceOn |
36 |
The Effect of Infiltration on the Stability of the Slopes of a Dry Ash Dump
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DOI ScienceOn |
37 |
Generalized Poroelastic Analytical Solutions for pore Water Pressure Change and Land Subsidence Due to Surface Loading
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과학기술학회마을 DOI |
38 |
Hydraulic Properties of Porous Media
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