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; Classify according to USCS and AASHTO: 16% fine gravel (20 mm max size), 61% fine sand, 23% silty fines. LL=33%, PL=27%

; Classify according to USCS and AASHTO: 16% fine gravel (20 mm max size), 61% fine sand, 23% silty fines. LL=33%, PL=27%

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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; Classify according to USCS and AASHTO: a. 16% fine gravel (20 mm max size), 61% fine sand, 23% silty fines. LL=33%, PL = 27%
Transcribed Image Text:; Classify according to USCS and AASHTO: a. 16% fine gravel (20 mm max size), 61% fine sand, 23% silty fines. LL=33%, PL = 27%
Expert Solution
Given

Fine gravel=16%

Fine sand=61%

Silty fines=23%

Liquid limit, LL=33%

Plastic limit, PL=27%

Hence, Plasticity Index,

IP=LL-PL=33-27=6

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