Key topics include: Introduction to foundation design. Bearing capacity of shallow pad and strip foundations on fine and coarse-grained soils. In-ground stress distribution due to applied loads. Foundations on reactive soils. Bearing capacity of single driven and bored piles, and of pile groups. Immediate settlement. Consolidation theory and consolidation settlement of foundations on fine-grained soils. Settlement rates and allowable settlement. Lateral stresses in the ground. Active and passive stress states. Analysis and design of gravity and cantilever retaining walls. Introduction to construction issues including ground stabilisation and dewatering. Types and uses of geosynthetic materials.
NEC2202 - Geomechanics
|1.||Review key requirements for safe, serviceable and cost effective foundations for several different types of structures in or on a range of soil and rock types;|
|2.||Locate, evaluate and use specific site soil / rock information from websites, geological maps, laboratory / field investigations and reports for design purposes;|
|3.||Analyse requirements and design shallow foundations (including pad and strip footings and slabs) and deeper pile foundations for a range of common structures in different earth / rock profiles;|
|4.||Analyse earth pressure theory and design retaining walls and related structures when subjected to a range of backfill soil types and moisture conditions;|
|5.||Review the principles and carry out basic design work related to dewatering, soil improvement systems and the use of geosynthetic materials;|
|Assignment||Assignment 1: Team-based report||15%|
|Assignment||Assignment 2: Team-based problem solving / design and report||15%|
|Test||Two written tests (30% each)||60%|
Elements of Soil Mechanics, 9th edn,
Smith, I. (2014)
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