1 points A sand layer 8 meters high overlies a clay layer that is 9 meters high. Ground water table is at the interface of sand and clay. The unit weight of sand is 16.45 kN/m3, saturated unit weight of clay is 19.52 kN/m3, void ratio of clay is 0.76, LL = 42. Determine the settlement (in mm) of the consolidating layer for a stress increase of 58.97 kPa. Round off to three decimal places.
1 points A sand layer 8 meters high overlies a clay layer that is 9 meters high. Ground water table is at the interface of sand and clay. The unit weight of sand is 16.45 kN/m3, saturated unit weight of clay is 19.52 kN/m3, void ratio of clay is 0.76, LL = 42. Determine the settlement (in mm) of the consolidating layer for a stress increase of 58.97 kPa. Round off to three decimal places.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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sand and clay. The unit weight of sand is 16.45 kN/m3, saturated unit weight of clay is 19.52 kN/m3, void ratio of clay is 0.76, LL = 42.
A sand layer 8 meters high overlies a clay layer that is 9 meters high. Ground water table is at the interface
Determine the settlement (in mm) of the consolidating layer for a stress increase of 58.97 kPa.
Round off to three decimal places.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F538092e9-3dcd-4ce6-bb2b-06cf2e31f6bd%2Ff5bc33b0-b870-455b-8e82-6a2266adfef0%2F9elyl3l_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1 points
sand and clay. The unit weight of sand is 16.45 kN/m3, saturated unit weight of clay is 19.52 kN/m3, void ratio of clay is 0.76, LL = 42.
A sand layer 8 meters high overlies a clay layer that is 9 meters high. Ground water table is at the interface
Determine the settlement (in mm) of the consolidating layer for a stress increase of 58.97 kPa.
Round off to three decimal places.
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