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50 ton (net load) Sand y=100. lb/ft? :4.5 ft: Groundwater 5 ft X 5 ft table Sand 3 ft =122 lb/ft. Ysat =120'ib/ft? Ysat e,= 0.7: C= 0.25 - C;= 0.06 10 ft Preconsolidation pressure = 2000 Ib/ft? Figure P6.8

50 ton (net load) Sand y=100. lb/ft? :4.5 ft: Groundwater 5 ft X 5 ft table Sand 3 ft =122 lb/ft. Ysat =120'ib/ft? Ysat e,= 0.7: C= 0.25 - C;= 0.06 10 ft Preconsolidation pressure = 2000 Ib/ft? Figure P6.8

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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Estimate the consolidation settlement of the clay layer shown in Figure P6.8 using the results of Problem 6.8.

50 ton (net load) Sand y=100. lb/ft? :4.5 ft: Groundwater 5 ft X 5 ft table Sand 3 ft =122 lb/ft. Ysat =120'ib/ft? Ysat e,= 0.7: C= 0.25 - C;= 0.06 10 ft Preconsolidation pressure = 2000 Ib/ft? Figure P6.8
Transcribed Image Text:50 ton (net load) Sand y=100. lb/ft? :4.5 ft: Groundwater 5 ft X 5 ft table Sand 3 ft =122 lb/ft. Ysat =120'ib/ft? Ysat e,= 0.7: C= 0.25 - C;= 0.06 10 ft Preconsolidation pressure = 2000 Ib/ft? Figure P6.8
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