BENEATH the SURFACE - Carlos Santamarina

S2a-1. Part 2(Soils) Rocks & Soils: Genesis [ENG]
S2a-1. Part 2(Soils) Rocks & Soils: Genesis [ENG]
S2a-1. Part 1(Rocks) Rocks & Soils: Genesis[ENG]
S2a-1. Part 1(Rocks) Rocks & Soils: Genesis[ENG]
S6b-1. Repetitive Flow Cycles – Enhanced Transport
S6b-1. Repetitive Flow Cycles – Enhanced Transport
S6a-3. Repetitive Loading: Multiphysics Loads – Coupled Processes [ENG]
S6a-3. Repetitive Loading: Multiphysics Loads – Coupled Processes [ENG]
S6a-2. Repetitive Loading: Mechanical Loads Analysis [ENG][KOR]
S6a-2. Repetitive Loading: Mechanical Loads Analysis [ENG][KOR]
S6a-1.Repetitive Loading: Mechanical Loads - Shakedown, Ratcheting, Terminal Densities [ENG][한국어]
S6a-1.Repetitive Loading: Mechanical Loads - Shakedown, Ratcheting, Terminal Densities [ENG][한국어]
S3h-2. Zero-Lateral Strain Loading: State of Stress [ENG][한국어]
S3h-2. Zero-Lateral Strain Loading: State of Stress [ENG][한국어]
S0. Soils: Properties & Processes [한국어][ENG] (updated)
S0. Soils: Properties & Processes [한국어][ENG] (updated)
S3g-2. Cemented Soils
S3g-2. Cemented Soils
S5c-1. Unsaturated Soils: Effective Stress
S5c-1. Unsaturated Soils: Effective Stress
S4d-1. Pore Fluid Pressure – Various Sources
S4d-1. Pore Fluid Pressure – Various Sources
S5b-1. Capillary Phenomena in Soils
S5b-1. Capillary Phenomena in Soils
S5a-1. Capillarity: Surface Tension, Contact Angle, Capillary Pressure
S5a-1. Capillarity: Surface Tension, Contact Angle, Capillary Pressure
S3g-1. Tangent ≠ Small-strain Stiffness
S3g-1. Tangent ≠ Small-strain Stiffness
S4b-3. Permeability (Hydraulic Conductivity): Data & Models
S4b-3. Permeability (Hydraulic Conductivity): Data & Models
S4e-1. Suggested Exercises & Hints - Seepage and Consolidation
S4e-1. Suggested Exercises & Hints - Seepage and Consolidation
S4. Fluids in Pores – Introduction
S4. Fluids in Pores – Introduction
S4c-2. Consolidation: Numerical Solution (Finite Difference Method)
S4c-2. Consolidation: Numerical Solution (Finite Difference Method)
S4c-1. Consolidation = Pressure Diffusion
S4c-1. Consolidation = Pressure Diffusion
S4b-1. Permeability (Hydraulic Conductivity): Physical understanding
S4b-1. Permeability (Hydraulic Conductivity): Physical understanding
S4b-2. Permeability (Hydraulic Conductivity): Pore Network Models PNM
S4b-2. Permeability (Hydraulic Conductivity): Pore Network Models PNM
S4a-3. Steady State Seepage: Numerical Solution (Finite Difference Method)
S4a-3. Steady State Seepage: Numerical Solution (Finite Difference Method)
S3j-1. Suggested Exercises & Hints: Soil Mechanics
S3j-1. Suggested Exercises & Hints: Soil Mechanics
S4a-2. Steady State Seepage: Graphical Solution
S4a-2. Steady State Seepage: Graphical Solution
S4a-1. Steady State Seepage: Bernoulli + Darcy + Laplace
S4a-1. Steady State Seepage: Bernoulli + Darcy + Laplace
S3e-1. Large-Strain Soil Deformation: Changing Neighbors (Micromechanics Part 1)
S3e-1. Large-Strain Soil Deformation: Changing Neighbors (Micromechanics Part 1)
S3i-1. Constitutive Models (Part 1): Elasto-plastic & Hyperbolic (getting the asymptotes right!)
S3i-1. Constitutive Models (Part 1): Elasto-plastic & Hyperbolic (getting the asymptotes right!)
S3c-3. Small-Strain: Soil Poisson's Ratio (How Do Soils Get Shorter and Fatter?)
S3c-3. Small-Strain: Soil Poisson's Ratio (How Do Soils Get Shorter and Fatter?)
S3e-3. Large-Strain Soil Deformation: Deviatoric Loading (Implications and Limitations)
S3e-3. Large-Strain Soil Deformation: Deviatoric Loading (Implications and Limitations)
S3d-3. Mechanics for Large-Strain Analyses: Limiting Equilibrium – Plasticity
S3d-3. Mechanics for Large-Strain Analyses: Limiting Equilibrium – Plasticity