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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Classify Soil C (group classification and group index) using AASHTO method. SOIL SAMPLE SIEVE NO. DIA. (mm) A В # 4 4.76 90 100 100 # 8 2.38 88 90 100 # 10 2 86 77 98 # 20 0.84 84 59 92 # 40 0.42 82 56 84 # 60 0.25 80 54 79 #100 0.15 78 51 75 #200 0.075 76 48 72 Characteristics of # 40 fraction LL 38 28 50 PL 30 45
2. For the given data, shows a sieve analysis of soil samples A,B, and C. Diameter Soil A Soil B Soil C Sieve No. (mm) %Passing %Passing %Passing # 4 4.760 90 100 100 a. Classify soil sample A using USCS Method b. Classify soil sample B using USCS Method c. Classify soil sample C using # 8 2.380 64 90 100 #10 2.000 54 77 98 #20 0.840 34 59 92 # 40 0.420 22 51 84 #60 0.250 17 42 79 USCS Method #100 0.149 9. 35 70 #200 0.074 4 33 63 LL 46 47 PL 29 24
Classify Soil D (group symbol and group name) using USCS method: SOIL SAMPLE SIEVE NO. DIA. (mm) A 3/8" 9.52 100 98 89 98 # 4 4.76 46 55 48 58 # 8 38 42 45 50 # 10 40 44 43 42 #14 1.4 34 35 32 #20 0.85 28 21 26 21 # 60 0.25 25 20 23 19 #100 0.15 20 18 19 17 #200 0.075 7 8 9. 6. Characteristics of #40 fraction LL 41 50 38 25 PL 30 20 24 22 35 50 2. 2. %23
47.) The results of the sieve analysis done on a soil are shown below. Sieve No. Diameter Soil A 4 4.760 89 6 2.380 70 10 2.000 63 20 0.840 55 40 0.420 31 60 0.250 20 100 0.149 18 200 0.074 4 LL 60 PL 40 Determine its classification using USCS. GW SP None of the above SW GP
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 96 No. 8 2.380 81 No. 10 2.000 49 No. 20 0.840 45 No. 40 0.420 29 No. 60 0.250 20 No. 100 0.150 15 No. 200 0.075 3 Characteristics of No. 40 Fraction LL 30 PL 26 a. A-2-4(0) b. A-2-5(0) c. A-1-b(0) d. A-3(0) e. A-1-a(0)
41.) 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 96 No. 8 2.380 80 No. 10 2.000 78 No. 20 0.840 61 No. 40 0.420 56 No. 60 0.250 48 No. 100 0.150 39 No. 200 0.075 33 Characteristics of No. 40 Fraction LL 37 PL 25 A. A-2-4(0) B. None of these. C. A-2-5(0) D. A-2-6(0) E. A-2-7(0)
Plasticity index o max. NP T0 max. 10 max. I1 min. 11 min. Fine Silty or clayey gravel and sand Usual types of significant Stone fragments, gravel, and sand sand constituent materials Excellent to good General subgrade rating General classification Silt-clay materials (more than 35% of total sample passing No. 200) A-7 A-7-50 A-7-6 Group classification A-4 A-5 A-6 Sieve analysis (percent passing) No. 10 No. 40 No. 200 36 min. 36 min. 36 min. 36 min. Characteristics of fraction passing No. 40 Liquid limit Plasticity index 40 max. 10 max. 41 min. 10 max. 40 max. 11 min. 41 min 11 min. Usual types of significant constituent materials Silty soils Clayey soils General subgrade rating Fair to poor *For A-7-5, PI LI. – 30 O A. A-2-4(0) O B.A-1-a(0) OC.A-2-5(0) O D.A-3(0) O E. A-1-b(0) F2 F3 F4 FS F6 F7 %23 $4 4 % & 5 7 因 LO
The given data sohws a sieve analysis of a soild sample. Classify the soild using AASHTO Method. Sieve No. Diameter (mm) Percent Passing No. 4 4.760 96 No. 8 2.380 80 No. 10 2.000 78 No.20 0.840 61 No.40 0.420 56 No. 60 0.250 48 No. 100 0.150 39 No. 200 0.075 33 Characteristics of No. 40 Fraction LL 46 PL 31
A Classify the soil samples shown below using AASHTO and USCS systems: Sieve No. 4 10 20 40 60 100 200 LL PL A - 68.5 - 36.1 21.9 34.1 16.5 Soil, % passing B . 79.5 69.0 - 54.3 53.5 31.6 C 69.3 59.1 48.3 38.5 28.4 19.8 4.5 Non-plastic (NP)
FROM THE GIVEN DATA, SHOWS A SIEVE ANALYSIS OF SOIL SAMPLES A, B, AND C. (PLEASE HEEEEEEELP!!!!) A.) Classify the soil sample A using USCS Method. B.) Classify the soil sample B using USCS Method. C.) Classify the soil sample C using USCS Method.
Question 44 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 No. 8 No. 10 No. 20 4.760 96 2.380 80 2.000 78 0.840 61 No. 40 0.420 56 No. 60 0.250 48 No. 100 0.150 39 No. 200 0.075 33 Characteristics of No. 40 Fraction LL 45 PL 36 General classification Granular materials (35% or less of total sample passing No. 200) A-I A-2 Group classification A-l-a A-1-5 A3 A-24 A-25 A-2-6 A-2-7 Sieve analysis (percent passing) No. 10 No. 40 No. 200 50 max. 30 max. 15 max. 50 max. 25 max. 51 min. 10 max. 35 max. 35 max. 35 max. 35 max. Characteristics of fraction passing No. 40 Liquid limit Plasticity index 40 max. 41 min. 40 max. 41 min. 6 max. NP 10 max. 10 max. 11 min. 11 min. Usual types of significant Stone fragments, gravel, and sand Fine Silty or clayey gravel and sand sand
dys.mu MSKÜ-LMS 016 ŞB: 1 ÖRGÜN Soil Mechanics Mühendislik Fakültesi Mac Atterberg limits of a soil sample are given: LL:55% and PL:25%. Give the name of the soil typle considering the chart given below? Remember PI=LL-PL 60 U-line PI - 0.9 (LL -8) 50 Z 40 CH or OH A-line PI0.73 (LL - 20) 30 CL OH 20 or OL MH CL- ML 10 ML& OL 10 20 30 40 50 60 70 80 90 100 Liquid limit (%) O a. CL or OL O b. CH OR OH O c. OH or ML O d. GL or ML O e. M ail E AR .ill lenovo Plasticity index (%)