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About Lecture Notes On Effective Stress
The document discusses concepts of effective stress in saturated and unsaturated soils. It defines total stress, pore water pressure, and effective stress. It presents formulas for calculating stresses in saturated soil with and without seepage. Factors like seepage force, hydraulic gradient, and their impact on stability are addressed. Methods for increasing stability using filters are described. Concepts of capillary rise and its effect on pore water pressure are covered. Effective stress in partially saturated soil is defined using Bishop's effective stress parameter.
Detailed Information
| Author: | ['Mikasa Angel'] |
|---|---|
| Publication Year: | 2021 |
| Pages: | 28 |
| Language: | English |
| Format: | |
| Price: | FREE |
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