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 CE 383 GEOTECHNICAL ENGINEERING I

   Fall 2008


 

Lectures: Monday and Wednesday, 12:30-1:20pm, Room CIVL 1144

Laboratory sessions (Section I): Tuesday, 1:30-3:20pm, Room B227

Laboratory sessions (Section II): Tuesday, 3:30-5:20pm, Room B227

Laboratory sessions (Section III): Wednesday, 3:30-5:20pm, Room B227

Laboratory sessions (Section IV): Friday, 3:30-5:20pm, Room B227

 

 

INSTRUCTION

 

            Rodrigo Salgado

            rodrigo@ecn.purdue.edu

            http://www.ecn.purdue.edu/~rodrigo/ (follow links to course home page)

            CIVL G235

            tel: 494-5030

            office hours: Mon & Wed 11:15AM-12:15PM

 

 

LABORATORY INSTRUCTION

 

            Laboratory Manager:  Janet Lovell

            lovell@ecn.purdue.edu

            B290

 

            Yoonseok Choi  (Section IV)

            choi59@purdue.edu

            G232

            office hours: Mon 1:30-2:30pm

 

            Hobi Kim  (Section I)

            hobi@purdue.edu

            G232

            office hours: Tue 3:30-4:30pm

 

            Minsang Lee  (Sections II and III)

            lee195@purdue.edu

            G242

            office hours: Wed 1:30-2:30pm, Fri 1:30-2:30pm

 

TEXTBOOK

 

Rodrigo Salgado (2008).  "The Engineering of Foundations."  McGraw-Hill.

http://www.foundationengineering.info/book

 

GRADING

 

Final grade will be based on the +/- grading system, with weights as follows:

 

            Highest exam grade: 35 %

            Lowest exam grade: 30 %

            Homeworks: 15 %

            Lab reports: 20 %

 

Lab reports are graded on a 10 point scale.

 

 

ATTENDANCE

 

Attendance is taken. An absence in a laboratory session implies that a grade of zero will be assigned to the report associated with that session. There will be no make-up labs.  In case of a medical emergency, please contact your TA for instructions.

 

GRADE APPEALS

 

Appeals will only be considered in writing. Your appeal should be written in a clear, objective way. Exams may be fully regraded upon review of a grade appeal.

 

 

ASSIGNMENTS

 

For full credit, complete, clear homeworks and lab reports must be submitted by the deadline. Lab reports are due one week after the lab session. Late homeworks and lab reports late no more than three days will receive half credit. Homeworks and lab reports submitted later than three days will not be graded (a zero grade will be assigned).

 

 

 

ACADEMIC INTEGRITY

 

We value academic integrity in this course. You should be aware of Purdue regulations regarding academic honesty. Any incidents involving academic dishonesty will have an impact on your grade and will be promptly referred to the office of the Dean of Students.

 

 

       TENTATIVE LECTURE PROGRAM

 

TOPIC

PERIODS

READINGS

1) OVERVIEW, BASIC CONCEPTS

  • Soils: origin, types, characterization

 

4 periods

Chapter 3

2) SOIL COMPACTION

·         Introduction

·         Standard and Modified Proctor Tests

·         Soil structure

·         Field compaction

 

2 periods

Chapter 3

Handouts

3) GROUNDWATER FLOW

·         Bernoulli's equation

·         The concept of the potential

·         Darcy's law

·         Permeability, hydraulic conductivity

·         Laplace's equation

·         Applications

 

4 periods

Chapter 3

4)  EFFECTIVE STRESS CONCEPT

 

2 periods

Chapters 3 and 4

5) STRESSES AND STRAINS

·         Normal and shear stresses and strains

·         Mohr's circles

·         Stress paths

 

3 periods

exam No. 1

Chapter 4

6) SHEAR STRENGTH OF SANDY SOILS

  • Mohr-Coulomb failure criterion
  • Slip surfaces
  • Drained (effective-stress) analysis
  • Undrained (total-stress) analysis
  • Stress-strain response
  • Sources of shear strength
  • Critical state
  • Undrained shear strength
  • Small-Strain shear stiffness
  • Application to stability problems

 

5 periods

Chapter 5

7) COMPRESSIBILITY AND CONSOLIDATION THEORY

  • Compressibility of sands and clays
  • Consolidation equation
  • Determination of coefficient of consolidation
  • Consolidation of clay deposits
  • Secondary compression

 

4 periods

Chapter 6

8) SHEAR STRENGTH OF CLAYS

  • Drained strength
  • Undrained strength
  • Critical state
  • Residual state

 

3 periods

Chapter 6

9) Conclusion

1 period

exam No. 2

or final exam