CE 680 - THEORETICAL SOIL MECHANICS
Tentative Program



Fall, 1997
Tuesdays and Thursdays from 3:30 PM to 4:45 PM
Civil Engineering Building, room 2101
 

Instructor:

Rodrigo Salgado
CIVL G235
4-5030

http://www.ecn.purdue.edu/~rodrigo
Email: rodrigo@ecn.purdue.edu
 
 

Text:

Lecture notes and homework solutions available as PDF files.
 

Program:
 
 
TOPIC
PERIODS
READINGS
1) OVERVIEW 
  • Mechanics, Branches of Mechanics, Soil Mechanics 
  • Fundamentals of Mechanics: basic laws, notation
3 periods
Chapter 1
2) SOIL MECHANICS 
  • Stress Analysis 
  • Displacement Analysis 
  • Elasticity 
  • Viscoelasticity 
  • Viscoplasticity 
  • Inelasticity
12 periods
 
Chapters 2-5
 

 

3) LIMIT ANALYSIS, SLIP-LINE AND LIMIT EQUILIBRIUM METHODS 
  • Limit Analysis
  • Lower-bound Theorem
  • Upper-bound Theorem 
  • Applicability of Limit Analysis
  • Slip-line networks and collapse loads
  • Limit Equilibrium Analysis
  • Difference between Limit Analysis and Limit Equilibrium Analysis
  • Bearing Capacity 
  • Slope Stability
  • Earth Pressures
6 periods
Chapter 6

 

4) ADVANCED SOIL CONSTITUTIVE MODELS 
  • Critical State Soil Mechanics
  • Cam Clay Models
  • Cap Models
  • Stress-Dilatancy Theory
  • Kinematic Hardening Rules, Anisotropy, and other considerations
6 periods
Chapter 7
 

 

5) ADVANCED APPLICATIONS 
  • Cavity Expansion Analysis
  • Deep Bearing Capacity 
  • Pile Load-Displacement Relationship
  • Numerical Limit Analysis of Slopes
4 periods
Chapters 8-10
6) Conclusion
1 period