constituentmaterialsExcellent to goodGeneral subgraderatingGeneral 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.10 max.41 min.10 max.40 max.41min11 min.11 min.Usual types of significantconstituent materialsSilty soilsClayey soilsGeneral subgrade ratingFair to poor"For A-7-5, PI < LL30For A-7-6. PI> LL – 30O A. A-6(4)О В. А 4(3)OCA-4(4)O D. None of these.O E. A-6(3)A Moving to another question will save this response. Question 44The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables are provided below.Sieve No. Diameter (mm) Percent PassingNo 44.76099No. 82.38091No. 102.00090No. 200.84085No. 400.42081No. 600.25079No. 1000.15067No. 2000.07560Characteristics of No. 40 FractionLL39PL32General classificationGranular materials (35% or less of total sample passing No. 200)A-1A-2Group classificationSieve analysis(percent passing)No. 10A-1-aA-1-bA-3A-2-4A-2-5A-2-6A-2-750 max.30 max.15 max.No. 4050 max.25 max.51 min.10 max.No. 20035 max.35 max.35 max.35 max.Characteristics offraction passingNo. 40Liquid limitPlasticity index40 max.10 max.41 min.40 max.11 min.41 min.11 min.6 max.NP10 max.Usual types ofsignificantconstituentStone fragments,gravel, and sandFineSilty or clayey gravel and sandsandmaterialsESCF4FSF6F7FBF9&61A4TECHYPGJK国因

iLook at % passing through No 200 sieve =60%>35%so silt-clay

General classification Granular materials (35% or less of total sample passing No. 200) A-2 A-1 Group classification A-1-a A-1-b A-3 A-2-4 A-2-5 A-2-6 A-2-7 Sieve analysis (percent passing) No. 10 No. 40 50 max. 30 max. 15 max 50 max. 25 max. 51 min. 10 max. No. 200 35 max. 35 max. 35 max. 35 max. Characteristics of

General classification Granular materials (35% or less of total sample passing No. 200) A-2 A-1 Group classification A-1-a A-1-b A-3 A-2-4 A-2-5 A-2-6 A-2-7 Sieve analysis (percent passing) No. 10 No. 40 50 max. 30 max. 15 max 50 max. 25 max. 51 min. 10 max. No. 200 35 max. 35 max. 35 max. 35 max. Characteristics of

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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IL Test sample weight= احتمان Sieve size Weight retained (g) Calculations: Sieve size in. (mm) 3/8" 9.5 mm No.4 4.75 mm No.8 2.36 mm No.16 1.18 mm No.30 0.6 mm No.50 0.3 mm No.100 0.15 mm Pan gm 3/8" No.4 No.8 No.16 No.50 No.100 0.15 mm 9.5 mm 4.75 mm 2.36 mm 1.18 mm mm 0.3 mm 0.0 од 1597 21419 від 50д 3589 174д Weight retained (g) Percent retained Beitel 15-11-2021 Fineness modulus отсивно о u 4/8²/00 = 5.3 15 діни з 2141-44871.3 61-448203 Божнизис 1.66 50 78.63 21.3 80.29 19.71 35 84421 23 92.22 7.78 174448518 98.02 1.98 чудд 4 /100 = Cumulative = No.30 Percent cumulative 0 53 94.7 766 23-4 Percent passing loo 222 Sieve deviation = 262 (5) ASTM Limit 100 95 100 80 100 50_85 25 60 10_30 2_10
Question 43 The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Tables are provided below. Sieve No. Diameter (mm) Percent Passing No 4 4.760 80 No. 8 2.380 71 No. 10 2.000 69 No. 20 0.840 63 No. 40 0.420 57 No. 60 0.250 43 No. 100 0.150 40 No. 200 Characteristics of No 40 Fraction 0.075 39 LL 36 PL 21 General classification Granular materials (35% or less of total sample passing No. 200) A-1 A-2 Group classification A-1-a A-1-b A-3 A-2-4 A-2-5 A-2-6 A-2-7 Sieve analysis (percent passing) No. 10 No. 40 No. 200 50 max. 51 min. 10 max. 30 max. 50 max. 25 max. 15 max. 35 max 35 max. 35 max. 35 max. Characteristics of fraction passing No. 40 Liquid limit Plasticity index 41 min. 11 min. 40 max. 41 min. 40 max 6 max. NP 10 max. 10 max. 11 min. Usual types of significant constituent materials Silty or clayey gravel and sund Stone fragments, gravel, and sand Fine sand ASUS FS F6 F7 FB F9 F2 F3 F4 %23 & 4 5 6 7 P R Y G H J K * 因