- 3 Determine The Effective Stress At Points A And B Given H1 3 05 M H2 2 43 M Hz 4 88m Degree Of Saturation I 1 (39.35 KiB) Viewed 17 times
3. Determine the effective stress at points A and B. Given, H1 = 3.05 m, H2 = 2.43 m, Hz = 4.88m, Degree of saturation i
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3. Determine the effective stress at points A and B. Given, H1 = 3.05 m, H2 = 2.43 m, Hz = 4.88m, Degree of saturation i
3. Determine the effective stress at points A and B. Given, H1 = 3.05 m, H2 = 2.43 m, Hz = 4.88m, Degree of saturation in capillary rise zone, S = 40% T G, = 2.69; e = 0.47 H2 G = 2.73; e = 0.68 B н, G, = 2.7; e = 0.89 → Dry sand Clay: zone of capillary rise Clay Rock
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