Download Two-Dimensional Flow of Water Through Soils: Soil Mechanics-I (CENG-2202) Chapter 5: Seepage Through Soils PDF Free - Full Version
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About Two-Dimensional Flow of Water Through Soils: Soil Mechanics-I (CENG-2202) Chapter 5: Seepage Through Soils
This document discusses two-dimensional flow of water through soils. It explains that seepage stresses can reduce effective stress and cause failures in structures like dams and retaining walls. Upward seepage reduces effective stress according to the given equation, while downward seepage increases effective stress. Steady state seepage flow satisfies Laplace's equation of continuity. Flow nets can be used to estimate groundwater flow, with flow lines perpendicular to equipotential lines. The hydraulic gradient and properties of the flow net are used to calculate seepage discharge.
Detailed Information
| Author: | ['bini'] |
|---|---|
| Publication Year: | 2019 |
| Pages: | 8 |
| Language: | English |
| Format: | |
| Price: | FREE |
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