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About Ce 153 Week 1 4
1) The document discusses one-dimensional soil compression over 4 weeks. It focuses on elastic settlement, primary consolidation settlement, and secondary consolidation settlement. 2) Elastic settlement occurs immediately due to undrained deformation of dry, moist, or saturated soils. Primary consolidation settlement involves volume change from water expulsion in saturated clays and can take a long time. Secondary consolidation involves plastic rearrangement of soil grains after primary consolidation. 3) The total settlement of a foundation equals the sum of these three components. Elastic settlement produces a smooth sagging profile for a flexible foundation on clay due to both vertical and horizontal displacement of clay particles.
Detailed Information
| Author: | ['Simon Iss'] |
|---|---|
| Publication Year: | 2023 |
| Pages: | 38 |
| Language: | English |
| Format: | |
| Price: | FREE |
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