2m Dry zone Soil properties: Gs = 2.68 A e = 0.85 В 1.8 m Saturation zone (capillary rise) 0.9 m D 1.3 m Datum
2m Dry zone Soil properties: Gs = 2.68 A e = 0.85 В 1.8 m Saturation zone (capillary rise) 0.9 m D 1.3 m Datum
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Compute the total, elevation and pressure heads for points A, B, C, and D. Also prepare a graph that shows variation of total and effective stress with depth from z = 0 to
6 m (include in the same graph the variation of pore water pressure).
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