CVE 331 Consolidation Settlement Calculation Problem 1: A rigid concrete foundation is shown in a layered soll. a. Determine the consolidation settlement of the proposed foundation. Determine the time for 90% consolidation. b. Iso= C₂150 H 3.5' 5' P=120 k 10'x10' bedrock y = 120 pcf C =O y= 110 pcf C=650 = 10° = 30° CH log S = 08 (0 : +10) 1+e Cc =0.21, e = 0.76, OCR=1 Cv=0.00014 in²/sec

CVE 331 Consolidation Settlement Calculation Problem 1: A rigid concrete foundation is shown in a layered soll. a. Determine the consolidation settlement of the proposed foundation. Determine the time for 90% consolidation. b. Iso= C₂150 H 3.5' 5' P=120 k 10'x10' bedrock y = 120 pcf C =O y= 110 pcf C=650 = 10° = 30° CH log S = 08 (0 : +10) 1+e Cc =0.21, e = 0.76, OCR=1 Cv=0.00014 in²/sec

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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