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3 ft x 3 ft square footing is to be placed over the following soil profile to support 18kips column load. Once the footing is placed, tructural fill will be placed. Determine the maximum drainage distance, Hdr of the clay. 5 ft 18 kips Į Square foundation: Proposed Fill. y 120 lb/ft³

3 ft x 3 ft square footing is to be placed over the following soil profile to support 18kips column load. Once the footing is placed, tructural fill will be placed. Determine the maximum drainage distance, Hdr of the clay. 5 ft 18 kips Į Square foundation: Proposed Fill. y 120 lb/ft³

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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A 3 ft x 3 ft square footing is to be placed over the following soil profile to support 18kips column load. Once the footing is placed, 5-ft structural fill will be placed. Determine the maximum drainage distance, Hdr of the clay. 5 ft 2 ft 4 ft 6 ft 2 ft ✓O 4 ft Square foundation: 3 ft x 3 ft Sand Clay 18 kips ↓ Rock 2 ft LOA Proposed Fill, y = 120 lb/ft³ Ydry 100 lb/ft³ Ground water table Year 110 lb/ft³ o'= Pc = 1000 lb/ft²
Transcribed Image Text:A 3 ft x 3 ft square footing is to be placed over the following soil profile to support 18kips column load. Once the footing is placed, 5-ft structural fill will be placed. Determine the maximum drainage distance, Hdr of the clay. 5 ft 2 ft 4 ft 6 ft 2 ft ✓O 4 ft Square foundation: 3 ft x 3 ft Sand Clay 18 kips ↓ Rock 2 ft LOA Proposed Fill, y = 120 lb/ft³ Ydry 100 lb/ft³ Ground water table Year 110 lb/ft³ o'= Pc = 1000 lb/ft²
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