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About Chapter 3
The document discusses different types of water in soil and effective stresses. It describes: 1) Ground water fills voids below the water table continuously, while capillary water is lifted above the water table by surface tension. 2) The zone below the water table is saturated, while the zone above is aerated with a capillary fringe in between where soil is partially saturated by capillary rise. 3) The total stress in soil is divided into effective stress and neutral pore water pressure. Effective stress depends on intergranular forces and influences soil properties, while neutral pressure does not. 4) For a submerged soil mass, effective stress is equal to the thickness times the submerged unit weight
Detailed Information
| Author: | ['Befkadu Kurtaile'] |
|---|---|
| Publication Year: | 2020 |
| Pages: | 9 |
| Language: | English |
| Format: | |
| Price: | FREE |
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