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SITUATION. A stratum of normally consolidated clay 7m thick is located at a depth 12m below ground level. (Continuation) 3. Find the primary settlement if it is preconsolidated at 210 kN/m?. Use C, = C/5 A 207 mm 270 mm 250 mm 227 mm

SITUATION. A stratum of normally consolidated clay 7m thick is located at a depth 12m below ground level. (Continuation) 3. Find the primary settlement if it is preconsolidated at 210 kN/m?. Use C, = C/5 A 207 mm 270 mm 250 mm 227 mm

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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SITUATION. A stratum of normally consolidated clay 7m thick is located at a depth 12m below ground level. (Continuation) 3. Find the primary settlement if it is preconsolidated at 210 kN/m². Use C, = C/5 A 207 mm 270 mm 250 mm 227 mm
Transcribed Image Text:SITUATION. A stratum of normally consolidated clay 7m thick is located at a depth 12m below ground level. (Continuation) 3. Find the primary settlement if it is preconsolidated at 210 kN/m². Use C, = C/5 A 207 mm 270 mm 250 mm 227 mm
SITUATION. A stratum of normally consolidated clay 7m thick is located at a depth 12m below ground level. The natural moisture content of the clay is 40.5% and its liquid limit is 48%. The specific gravity of the solid particles is 2.76. The water table is located at a depth of 5m below the ground surface. The soil is sand above the clay stratum. The submerged unit weight of the sand is 11 kN/m? and the same weighs 18 kN/m² above the water table. The average increase in pressure at the center of the clay stratum is 120 kN/m? due to the weight of a building that will be constructed on the sand above the clay stratum.
Transcribed Image Text:SITUATION. A stratum of normally consolidated clay 7m thick is located at a depth 12m below ground level. The natural moisture content of the clay is 40.5% and its liquid limit is 48%. The specific gravity of the solid particles is 2.76. The water table is located at a depth of 5m below the ground surface. The soil is sand above the clay stratum. The submerged unit weight of the sand is 11 kN/m? and the same weighs 18 kN/m² above the water table. The average increase in pressure at the center of the clay stratum is 120 kN/m? due to the weight of a building that will be constructed on the sand above the clay stratum.
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