Characteristics offraction passingNo. 40Liquid limitPlasticity index40 max.41 min.40 max.11 min.41 min.6 max.NP10 max.10 max.11 min.Usual types ofsignificantStone fragments,gravel, and sandFineSilty or clayey gravel and sandsandconstituentmaterialsGeneral subgraderatingExcellent to goodGeneral classificationSilt-clay materials (more than 35% of total sample passing No. 200)A-7A-7-5A-7-6Group classificationA-4A-5A-6Sieve analysis (percent passing)No. 10No. 40No. 20036 min.36 min.36 min.36 min.Characteristics of fractionpassing No. 40Liquid limitPlasticity index40 max.40 max.11 min.41 min.41 min.10 mах10 mаx.11 min.Usual types of significantconstituent materialsSilty soilsClayey soilsGeneral subgrade ratingFair to poor*For A-7-5, PI < LL - 30"For A-7-6, PI> LL - 30 Question 15Yiren was given a soil sample which yields the following passing percentage for different sieves.Sieve No. Diameter (mm) Percent Passing (%)No. 44.76099No. 82.380No. 10 2.0009782No. 200.84067No. 400.42061No. 60No. 100 0.1490.2505849No. 200 0.074Characteristics of Fraction Passing No. 4023LL - 41PL= 13What will be this soil's resulting group index?Follow rules provided by AASHTO.General classificationGranular materials as or less of total sample passing No. 200A-IA-2Group classificenion424A26A2-7Sieve analysis(percent passing)No. 1050 mas30 max. 50 max.15 max. 25 max. 10 max 35 max.Na. 4051 min.No. 20035 max.35 max35 maxherteriti d

Yren wan given a sol sample which yelds the totowing passing percentage tor derent sieves Seve No. Diameter mm Percent Passing No. 4 4700 97 82 No. 2380 No. 10 2000 No. 20 0840 No. 40 0420 No. 60 0250 No. 100 149 No. 200 0074 Characteristies of Fraction Passing No. 40 61 23 LL-41 PL13 What wi be this sof reing gronde Follow rules provided by AASHTO. A4 A A

Yren wan given a sol sample which yelds the totowing passing percentage tor derent sieves Seve No. Diameter mm Percent Passing No. 4 4700 97 82 No. 2380 No. 10 2000 No. 20 0840 No. 40 0420 No. 60 0250 No. 100 149 No. 200 0074 Characteristies of Fraction Passing No. 40 61 23 LL-41 PL13 What wi be this sof reing gronde Follow rules provided by AASHTO. A4 A A

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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