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CIVL 462 Principles of Foundation Engineering

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The CIVL 462 Principles of Foundation Engineering course basically comprises topics, such as, one-dimensional sealing theory, primary and secondary sealing; usually consolidated and overconsolidated soils; the importance of the underlying stress during failure and the importance of soil drainage conditions, the relationship between saturated soil and fully undrained conditions; cohesive solids Drained and undrained shear strength, partially saturated soil behaviour.

The CIVL 462 Principles of Foundation Engineering course as well comprises coverage and shear stress, active and passive pressure, Rankine earth pressure theory, Coulomb wedge theory, retaining wall geotechnical conditions, backfill drainage.

The above stated course also includes bearing capacity of the foundation; shallow foundation and raft, pile foundation, roadbed contact stress and reaction; applying the theory of elasticity in calculating stresses and settlements in soil and rocks.

Upon successful completion of this course, students will be able to:

1. Identify the fundamental principles and factors that control the soil's mechanical behaviour, with a focus on drainage.

2. Develop simplified solutions and apply them to geotechnical problems in foundations and retaining structures.

3. Understand the principles of dam penetration and control.

4. Identify key assumptions for theoretical design and practical (on-site) problem-solving.

5. Understand and select the correct laboratory test procedures and explain the results related to field practice.

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