N1 GeneralClassificationGralar Materias(35%0r less passing Q 075 mm)MaterialMore than 35%passing a 075 mm)Group Classification A-l-aA-1-A-3A-2-4 A25 A-2-6A-6A-2-7A-4ASA-7-5A-7-6..Sieve AnalysisPercent passing:2.00 mm50 max0.42 mm30 max 50 max 51 min0.075 mm 15 max 25 max 10 max 35 max 35 max 35 max 35 max 36 min 36 min 36 min 36 minCharacte ristics ofFraction passing0.42 mmLiquid LimitPlastic Index 6 max40 max 41 min 40 max 41 min 40 max 41 min 40 max 41 min6 max NP.10 max 10 max 11 min 11 min 10 max 10 max 11 min 11 minUsual types ofsignificantconstitutentStone Fragments - Finegmvel and sandClayey soilsSiltyor claye ygravel and sandSilty soilsandma terialsGeneml rating assubgradeExcelle at to goodFair to poor* A7-5A-7-6 - PI>LL-30- Pl <- LL- 30GI- (F - 35)(02+0005 (LL- 40)] +0.01 (F- 15) (PI - 10)O Zoom imageClassify what type of soil is sample C using AASHTO Classification System.O A-6 (10)O A-7 (10)O A-7-6(10)O A-7-5(10) The given data shows a sieve analysis of soil samples A, B and C.PercentSieveDiameterFinerNo.(mm)ABC44.760845810082.3806846100102.000523688200.840363078400.420242670600.2501822641000.1498.20602000.07431854Characteristics of – 40 FractionLL344352PL252130

Answered: Image /qna-images/answer/556586a7-eec8-4bd8-9ba0-2d8b2ee5863b.jpg

The given data shows a sieve analysis of soil samples A, B and C. Percent Sieve Diameter Finer No. (mm) A B C 4 4.760 84 58 100 8. 2.380 68 46 100 10 2.000 52 36 88 20 0.840 36 30 78 40 0.420 24 26 70 60 0.250 18 22 64 100 0.149 8. 20 60 200 0.074 3. 18 54 Characteristics of - 40 Fraction LL 34 43 52 PL 25 21 30

The given data shows a sieve analysis of soil samples A, B and C. Percent Sieve Diameter Finer No. (mm) A B C 4 4.760 84 58 100 8. 2.380 68 46 100 10 2.000 52 36 88 20 0.840 36 30 78 40 0.420 24 26 70 60 0.250 18 22 64 100 0.149 8. 20 60 200 0.074 3. 18 54 Characteristics of - 40 Fraction LL 34 43 52 PL 25 21 30

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.24CTP

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