Educational Geo-Websites

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Soil pollution by hydrocarbons
P. Delage.
2006. The 2nd MUSE School "Applications of Unsaturated Soil Mechanics", Ecole Nationale des Ponts et Chaussees, Paris, France. Go


Experimental characterisation of engineered clay barrier in nuclear waste disposals
A.M. Tang.
2006. The 2nd MUSE School "Applications of Unsaturated Soil Mechanics", Ecole Nationale des Ponts et Chaussees, Paris, France. Go


Numerical modelling of nuclear waste disposals
B. Gatmiri.
2006. The 2nd MUSE School "Applications of Unsaturated Soil Mechanics", Ecole Nationale des Ponts et Chaussees, Paris, France. Go


Slope stability in pyroclastic soils
G. Sorbino.
2006. The 2nd MUSE School "Applications of Unsaturated Soil Mechanics", Ecole Nationale des Ponts et Chaussees, Paris, France. Go


Analysis of drought effects through soil-atmosphere interaction
Y.J. Cui.
2006. The 2nd MUSE School "Applications of Unsaturated Soil Mechanics", Ecole Nationale des Ponts et Chaussees, Paris, France. Go


Multiphase chalk behaviour: application to petroleum engineering and quarries stability
V. De Gennaro.
2006. The 2nd MUSE School "Applications of Unsaturated Soil Mechanics", Ecole Nationale des Ponts et Chaussees, Paris, France. Go


Landslides in Algeria: a case study
P. Brossier.
2006. The 2nd MUSE School "Applications of Unsaturated Soil Mechanics", Ecole Nationale des Ponts et Chaussees, Paris, France. Go


Unsaturated soils modelling: current trends in engineering practice
F. Geiser.
2006. The 2nd MUSE School "Applications of Unsaturated Soil Mechanics", Ecole Nationale des Ponts et Chaussees, Paris, France. Go


Embankments in areas liable to flooding: researches around a real size experimentation
V. Ferber, N. Sagnard.
2006. The 2nd MUSE School "Applications of Unsaturated Soil Mechanics", Ecole Nationale des Ponts et Chaussees, Paris, France. Go


Behaviour of loessic soils under cyclic loading. Application to TGV line stability analysis
Y.J. Cui, J.-M. Terpereau.
2006. The 2nd MUSE School "Applications of Unsaturated Soil Mechanics", Ecole Nationale des Ponts et Chaussees, Paris, France. Go


Coupling between mechanical and water retention behaviour in unsaturated soils
A. Tarantino.
2006. The 3rd MUSE School "Eperimental Observations in Unsaturated Soil Mechanics", University of Naples Federico II, Italy. Go


Small strain behaviour of unsaturated soils
C. Mancuso.
2006. The 3rd MUSE School "Eperimental Observations in Unsaturated Soil Mechanics", University of Naples Federico II, Italy. Go


Specification, design and testing of unsaturated soil testing system
A. Cavallari.
2006. The 3rd MUSE School "Eperimental Observations in Unsaturated Soil Mechanics", University of Naples Federico II, Italy. Go


On geotechnical properties of pyroclastic soils
M.V. Nicotera.
2006. The 3rd MUSE School "Eperimental Observations in Unsaturated Soil Mechanics", University of Naples Federico II, Italy. Go


Flow slides in the Campania region
L. Picarelli.
2006. The 3rd MUSE School "Eperimental Observations in Unsaturated Soil Mechanics", University of Naples Federico II, Italy. Go


Impact of mudflows and risk mitigation
G. Urciuoli.
2006. The 3rd MUSE School "Eperimental Observations in Unsaturated Soil Mechanics", University of Naples Federico II, Italy. Go


Field measurements in unsaturated soils
L. Mongiovi.
2006. The 3rd MUSE School "Eperimental Observations in Unsaturated Soil Mechanics", University of Naples Federico II, Italy. Go


The BIONICS embankment: a case study
D. Gallipoli.
2006. The 3rd MUSE School "Eperimental Observations in Unsaturated Soil Mechanics", University of Naples Federico II, Italy. Go


Soil suction – some examples of its measurement and application in geotechnical engineering
A. Ridley.
2006. The 3rd MUSE School "Eperimental Observations in Unsaturated Soil Mechanics", University of Naples Federico II, Italy. Go


Permeability and Seepage
N. Sivakugan.
2005. Chapter 7. Lecture Notes. Go


Overview and Soil Composition
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


Clay-Water Forces
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


Interparticle Forces: Components and Interaction
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


Strength Generation in Soils
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


Basic Strength Principles and Stress-Strain-Strength; Behavior of "Simple Clay"
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


Soil Modeling
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


Consolidation Behavior of Saturated Soils
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


1-D Consolidation: Magnitude of Final Settlement
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


Problem Soils
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


Strength-Deformation Behavior of Saturated Clays and Drained/Undrained Stability
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


A Measurement of Undrained Strength for UU Case
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


Stress System: Experimental Techniques and Results
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


Influence of Time on Stress-Strain-Strength Behavior of Clays During Undrained Shear
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


Staged Construction
C. Ladd.
2005. 1.322: Lecture Notes. MIT OpenCourseWare. Go


An overview of unsaturated soils mechanics: from coarse materials to active clays
E. Alonso.
2005. The 1st MUSE School "Fundamentals of Unsaturated Soils", Universitat Politecnica de Catalunya, Barcelona, Spain. Go


Fundamentals of unsaturated soil response
S. Olivella.
2005. The 1st MUSE School "Fundamentals of Unsaturated Soils", Universitat Politecnica de Catalunya, Barcelona, Spain. Go


Effective stress concept
A. Gens.
2005. The 1st MUSE School "Fundamentals of Unsaturated Soils", Universitat Politecnica de Catalunya, Barcelona, Spain. Go


Elastoplastic framework to model unsaturated materials
J. Vaunat.
2005. The 1st MUSE School "Fundamentals of Unsaturated Soils", Universitat Politecnica de Catalunya, Barcelona, Spain. Go


Rockfill materials: experimental evidences and constitutive formulation
L. Oldecop.
2005. The 1st MUSE School "Fundamentals of Unsaturated Soils", Universitat Politecnica de Catalunya, Barcelona, Spain. Go


Constitutive modelling of expansive clays
M. Sanchez.
2005. The 1st MUSE School "Fundamentals of Unsaturated Soils", Universitat Politecnica de Catalunya, Barcelona, Spain. Go


Invited lecture: Centrifuge modelling of unsaturated soils
J. Garnier.
2005. The 1st MUSE School "Fundamentals of Unsaturated Soils", Universitat Politecnica de Catalunya, Barcelona, Spain. Go


Experimental techniques for testing unsaturated materials
E. Romero.
2005. The 1st MUSE School "Fundamentals of Unsaturated Soils", Universitat Politecnica de Catalunya, Barcelona, Spain. Go


Estimation of parameters in unsaturated soils by back-analysis
A. Ledesma, A. Lloret, X. Pintado.
2005. The 1st MUSE School "Fundamentals of Unsaturated Soils", Universitat Politecnica de Catalunya, Barcelona, Spain. Go


Invited lecture: Particle-level phenomena and macroscale implications in unsaturated soils
C. Santamarina.
2005. The 1st MUSE School "Fundamentals of Unsaturated Soils", Universitat Politecnica de Catalunya, Barcelona, Spain. Go


Advanced testing of soils
F. Evans.
2005. The 1st MUSE School "Fundamentals of Unsaturated Soils", Universitat Politecnica de Catalunya, Barcelona, Spain. Go


Flood defence system for the Adige river
F. DePolo.
2005. The 1st MUSE School "Fundamentals of Unsaturated Soils", Universitat Politecnica de Catalunya, Barcelona, Spain. Go


Effective Stresses and Capillary
N. Sivakugan.
2004. Chapter 6. Lecture Notes. Go


Part II-1 Soil Composition, Index Properties and Soil Classification
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part II-2 Soil Structure and Environmental Effects
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part III-1 Dry Soil: Stresses
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part III-2 Stress-Strain-Strength Properties
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part III-3 Lateral Earth Pressures and Retaining Walls
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part III-4 Shallow Foundations on Sand: Bearing Capacity
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part IV-1 Effective Stress Principle and Capillarity
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part IV-2 One-Dimensional Flow
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part IV-2A Two-Dimensional Flow
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part IV-3 Coefficient of Permeability (A)
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part IV-3 Coefficient of Permeability (B)
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part IV-4 Stress-Strain-Strength Behavior of Saturated Clays
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part IV-5 Lateral Earth Pressures
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part IV-6 Slope Stability
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part IV-7 Bearing Capacity
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part V-1 Introduction, Pore Pressure Parameters and Undrained Shear
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part V-2 Consolidation and Secondary Compression
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part V-3 Stability Evaluation: Cohesive Soils
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part V-4 Estimation of Design su in Practice
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Part V-5 Settlement Analyses
C. Ladd.
2004. 1.361 / 1.032 / 1.366: Lecture Notes. MIT OpenCourseWare. Go


Theoretical Geomechanics
M. Ivan.
2004. Course Notes on theoretical problems related to the Continuum Mechanics, of particular importance to Applied Geomechanics, Geological Engineering and Structural Geology. University of Bucharest, Department of Geophysics. Go


Phase Relations
N. Sivakugan.
2001. Powerpoint Presentation. Prepared and donated by Professor Sivakugan, James Cook University, Australia (size: 500 kB). Go


Clay Mineralogy
N. Sivakugan.
2001. Powerpoint Presentation. Prepared and donated by Professor Sivakugan, James Cook University, Australia (size: 638 kB). Go


Compaction
N. Sivakugan.
2001. Powerpoint Presentation. Prepared and donated by Professor Sivakugan, James Cook University, Australia (size: 1810 kB). Go


Consolidation of Clays
N. Sivakugan.
2001. Powerpoint Presentation. Prepared and donated by Professor Sivakugan, James Cook University, Australia (size: 447 kB). Go


Permeability and Seepage
N. Sivakugan.
2001. Powerpoint Presentation. Prepared and donated by Professor Sivakugan, James Cook University, Australia (size: 522 kB). Go


Soil Classification
N. Sivakugan.
2001. Powerpoint Presentation. Prepared and donated by Professor Sivakugan, James Cook University, Australia (size: 163 kB). Go


Shear Strength of Soils
N. Sivakugan.
2001. Powerpoint Presentation. Prepared and donated by Professor Sivakugan, James Cook University, Australia (size: 475 kB). Go


Soil Classification
N. Sivakugan.
2000. Chapter 3. Lecture Notes. Go


Phase Relations
N. Sivakugan.
1998. Chapter 2. Lecture Notes. Go


How Quicksand Works
K. Bonsor.
Available by "HowStuffWorks?". Go






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