4. A 1 m square, 0.5 m deep footing carries a downward load of 200kN. It is underlain by an overconsolidated clay (OC case 1) with the following engineering properties: Ce=0.2, C 0.05, e =0.7, and y = 15 kN/m³ above the groundwater table and 16 kN/m³ below. The groundwater table is at a depth of 1m below the ground surface. The secondary compression settlement is negligible. Using the classical method with hand computations, determine the total settlement of this footing.
4. A 1 m square, 0.5 m deep footing carries a downward load of 200kN. It is underlain by an overconsolidated clay (OC case 1) with the following engineering properties: Ce=0.2, C 0.05, e =0.7, and y = 15 kN/m³ above the groundwater table and 16 kN/m³ below. The groundwater table is at a depth of 1m below the ground surface. The secondary compression settlement is negligible. Using the classical method with hand computations, determine the total settlement of this footing.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![4. A 1 m square, 0.5 m deep footing carries a downward load of 200kN. It is underlain
by an overconsolidated clay (OC case 1) with the following engineering properties:
Ce=0.2, C 0.05, e =0.7, and y = 15 kN/m³ above the groundwater table and 16 kN/m³
below. The groundwater table is at a depth of 1m below the ground surface. The
secondary compression settlement is negligible. Using the classical method with hand
computations, determine the total settlement of this footing.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd57b63f2-feb4-4d5b-8b30-f7e058baaedf%2F2210ad60-575b-4069-aaea-625c150e84b1%2Fhpe6ywh_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4. A 1 m square, 0.5 m deep footing carries a downward load of 200kN. It is underlain
by an overconsolidated clay (OC case 1) with the following engineering properties:
Ce=0.2, C 0.05, e =0.7, and y = 15 kN/m³ above the groundwater table and 16 kN/m³
below. The groundwater table is at a depth of 1m below the ground surface. The
secondary compression settlement is negligible. Using the classical method with hand
computations, determine the total settlement of this footing.
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