soil mechanics
CE 480
SOIL MECHANICS
Prerequisite
CE 381 (Engineering Properties of Soils and their Measurements) and
CE 303 (Properties And Testing Of Materials)
Course Syllabus
1. Introduction
Soil Classification and Physical Properties
and General Mechanical Behavior of Soil
2. Permeability and Seepage
Coefficient of Permeability
Constant Head Permeability Test
Falling Head Permeability Test
Field Permeability Test
Equation of Continuity
Flow Net and Rate of Flow
Uplift Pressure
3. Stress in a Soil Mass
Normal and Shear Stresses Along a Plane
Principal Stress and Principal Plane
Stress Due to a Point Load
Stress Due to a Live Load
Stress Due to a Strip Load
Stress Due to a Circular Load
Vertical Stress Caused by Rectangular Load
New Mark Channel
Approximate Method
4. Compressibility of Soil
Consolidation Settlement
Consolidation Test
Normally Consolidation and Over Consolidation Clays
Rate of Consolidation, Terzaghi Theory of Consolidation
Secondary Compression
Flexible and Rigid Foundation
5. Shear Strength of Soil
Mohr-Coulomb Failure Criterion
Determination of Shear Strength Parameters
Direct Shear Test, Triaxial Compression Test
Unconfined Test
Stress Path
Field Shear Test (Vane Shear Test, Penetration Test)
6. Lateral Earth Pressure
Earth Pressure At-Rest
Active Earth Pressure
Passive Earth Pressure
Rankine's Theory
Coulomb's Earth Pressure Theory
Graphic Solution of Coulomb's Method
Retaining Walls, Pressure Distribution and Stability of Retaining Wall
7. Slope Stability
Stability of Infinite Slopes
Finite Slopes
Circular Failure Surface
Stability Chart
Topics Covered
1. Seepage Theory
2. Total and Effective Stresses in Soils
3. Stress Analysis in Soils Using the Elastic Theory Consolidation of soils
4. Settlement of Structures
5. Shear Strength of Soils
6. Stability of Slopes
7. Earth Pressures Theories
8. Excavation and Bracing
9. Site Investigation
Course learning Objectives
Students completing this course successfully will be able to
a. Understand basic behavior of soil (seepage, soil stresses, settlement)
b. Understand the theories of total -effective stress principle and lateral earth
pressure.
c. Determine the stability of slope and excavation.
d. Improve the communication skills, including reading, writing.
Class/ tutorial Schedule
Three lecture sessions and one tutorial session per week (50 minute each
session)
Contribution of Course to Meeting the Professional Component
1. Students learn the analysis process to be involved in calculating settlement of
foundation on different soils.
2. Students improve their writing, communication and presentation skills.
3. Students recognize the role of professional societies in developing
specification requirements and control tests.
Relationship of Course to Program Outcomes
1. Students apply principles of soil mechanics.
2. Students are able to apply knowledge in mathematics, physics, and
engineering science to civil and engineering problems.
3. Students are able to design experiments and analyze data.
4. Students are able to identify and formulate an engineering problem and to
develop a solution.
5. Students are encouraged to improve their writing, communication and
presentation skills.
Textbook(s) and/or Other Required Material
1. Principles of Geotechnical Engineering by Das, B.M., PWS-Kent.
2. Introduction to Geotechnical Engineering, by Holtz and Kovacs, Prentice-
Hall,Inc.
Grade Distribution
Mid Term Exam 30%
Homework 10%
Quizzes and Attendance 10%
Final Exam 50%
References
There are several books which can be use as an alternative text book or reference book in geotechnical engineering.
| المرفق | الحجم |
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| 15.28 كيلوبايت | |
| 12.95 كيلوبايت | |
| 23.33 كيلوبايت | |
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| 27.07 كيلوبايت | |
| 21.33 كيلوبايت | |
| 12.94 كيلوبايت | |
| 27.01 كيلوبايت | |
| 23.87 كيلوبايت | |
| 25.75 كيلوبايت | |
| 1.01 ميغابايت | |
| 775.62 كيلوبايت | |
| 1.37 ميغابايت | |
| 961.68 كيلوبايت | |
| 636.47 كيلوبايت | |
| 693.64 كيلوبايت | |
| 668.1 كيلوبايت | |
| 342.84 كيلوبايت |
