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ll the water table touched the bottom ic settlement after the rise of water

ll the water table touched the bottom ic settlement after the rise of water

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Q3/ A rigid shallow foundation shown in Fig.3: 1. Calculate the elastic settlement in mm. (based on Theory of Elasticity) at the center of foundation. 2. If the ground water table rose till the water table touched the bottom of foundation (e.g. Dw 1.2 m). Estimate the total elastic settlement after the rise of water table. 1.2 m Granular soil 4 na x 2 m. E, (kN/m?) 4. = 100 kN/n? 1--12,000-- Fig. 3 H = 3.75 m 2 - Mls = 0,4 + 8,000 :: Rock V: (11) CS Scanned with CamScanner
Transcribed Image Text:Q3/ A rigid shallow foundation shown in Fig.3: 1. Calculate the elastic settlement in mm. (based on Theory of Elasticity) at the center of foundation. 2. If the ground water table rose till the water table touched the bottom of foundation (e.g. Dw 1.2 m). Estimate the total elastic settlement after the rise of water table. 1.2 m Granular soil 4 na x 2 m. E, (kN/m?) 4. = 100 kN/n? 1--12,000-- Fig. 3 H = 3.75 m 2 - Mls = 0,4 + 8,000 :: Rock V: (11) CS Scanned with CamScanner
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