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About CE 332 Lecture 4.
This document summarizes a lecture on consolidation in geotechnical engineering. It discusses three types of soil settlement: 1. Elastic or immediate settlement occurs rapidly due to elastic distortion of soil particles. It is the primary mechanism in coarse-grained soils like sands. 2. Primary consolidation settlement occurs more slowly as water is expelled from soil voids, decreasing the void ratio over months to years. It depends on soil permeability and thickness. It governs settlement in fine-grained soils like clays. 3. Secondary consolidation settlement occurs from long-term plastic distortion of soil particles over years. It may be significant in organic soils. Total settlement is the sum of these three components. The
Detailed Information
| Author: | ['Nickson Koms'] |
|---|---|
| Publication Year: | 2020 |
| Pages: | 30 |
| Language: | English |
| Format: | |
| Price: | FREE |
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