UCLAgeo
UCLA geotechnical engineering
UCLAgeo
Nonlinear Consolidation: Uniform Layer, Constant Load Nonlinear Consolidation: Layered Profile, Time-Varying Load GitHub repository
1.2 Soil Mineralogy 2.1 State of Stress At a Point 2.3 Principal Stresses, Eigenvalues, and Stress Paths 3.3 Terzaghi's 1-D Consolidation Theory: Static 3.3 Terzaghi's 1-D Consolidation theory: Videos 3.5 Finite Strain Consolidation Theory (Amount and Rate) 4.1 Stress at a Point - 2D 4.2 Stress at a Point - 3D 4.3 Mohr Circle and the Pole Method 4.4 Hydrostatic Water Pressure 4.5 Vertical Total Stress 4.6 Vertical Effective Stress 4.7 Horizontal Stress
Load Layered Profile (.csv) [profile template]
Load Time Series (.csv) [time series template]
Loading Conditions Initial Overburden Pressure, qo kPa
Convergence Tolerance, tol
Drainage Boundary Condition
Output Options
 Settlement Versus Time
Plotted Pore Pressures (10 isochrones)
Plotted Void Ratios (10 isochrones)
Plotted Nodal Depths (10 isochrones)
Plotted Effective Stresses (10 isochrones)
All Pore Pressures (Ntime isochrones)
All Void Ratios (Ntime isochrones)
All Nodal Depths (Ntime isochrones)
All Effective Stress (Ntime isochrones)
Fig3.png

  Depth Axis: