Calculate the change in vertical effective stress on roof

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A culvert is to be constructed in a bed of sand (e = 0.5) for drainage purposes. The roof of the culvert will be located 3 m below ground surface. Currently, the groundwater level is at ground surface. But, after installation of the culvert, the groundwater level is expected to drop to 2 m below ground surface. Calculate the change in vertical effective stress on the roof of the culvert after installation. You can assume the sand above the groundwater level is saturated.

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Reference no: EM131137782

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