Course Overview
Introduces the soil properties that are used in the design of engineering structures. Areas covered: basic principles and effects of water movement through soils; calculation of combined stresses in soil masses; settlement and consolidation; concepts of shear strength in soils.
Prerequisite(s)
- No prerequisites are required for this course.
Credits
3.0
- Retired
- This course has been retired and is no longer offered. Find other Flexible Learning courses that may interest you.
Learning Outcomes
Upon successful completion, the student will be able to:
Module 1 - Introduction to the Engineering Properties of Soils
- Name and briefly describe the engineering properties of a soil as outlined in this module and covered by this course.
- Explain why it is necessary to know and understand the engineering properties of a soil.
- Recognize and use the terminology presented in this module.
Module 2 - Pore Water in Soils
- Describe the concept of pore water pressure and explain its effects on certain soil properties.
- Understand and describe capillarity and its effects on certain soil properties.
- Describe frost heave and understanding the methods of avoiding it.
Module 3 - Flow of Water in Soil
- Describe and explain the concept of permeability of a soil and be able to use this concept to calculate the flow of water through a soil.
- Describe and use the 'flow net' technique for determining the quantity of water flowing through a soil mass.
- Describe the causes of quick sand and piping and discuss methods of avoiding them.
- Describe the various forms of ground water control used in earthworks.
Module 4 - Subsurface Stresses
- Describe and explain the vertical stress distribution occurring at any point in a soiled mass below an applied surface load.
- Describe and explain the Simplified, Boissinesq and Westergaard Stress distribution techniques as related to soils.
- Apply the above distribution techniques to calculate subsurface stresses.
Module 5 - Settlement and Consolidation
- Explain the process of 'consolidation settlement' and its use in soil mechanics.
- Define and explain the terms 'normally consolidated clay,' 'over consolidated clay,' 'degree of consolidation,' and 'secondary compression.'
- Define 'compression index C' of a soil and describe its use in settlement calculations.
- Define the 'coefficient of consolidation c' of a soil and describe its use in calculating the time rate of settlement due to consolidation.
- Calculate the rate of settlement and the total settlement of a clay stratum caused by the construction of a foundation.
Module 6 - Shear Strength of Soils
- Define what is meant by the term 'shear strength of a soil.'
- Describe and use Coulomb's Law and Mohr's circle of stress to determine the shear strength of soils.
- Identify the various soil laboratory shear tests and understand the relevance of the information obtained.
- Understand and describe the development of shear strength in cohesionless soils such as sands.
- Understand and describe the development of shear strength in saturated cohesive soils such as clays.
- Understand and describe the development of shear strength in mixed soils such as granular soils with a trace of clay.
- Calculate the shear strength of sands, clays and mixed soils based on laboratory test data.
Effective as of Fall 2003
Programs and courses are subject to change without notice. Find out more about BCIT course cancellations.