Percentage finer by weight100%80%60%40%20%0%0.001(c) Soil J(d) Soil LH0.010Ma1.000Soil Sample IDHIJ#200L0.100Particle size (mm)4637#4Liquid Limit Plastic Limit6026Non plastic341810.000AASHTO Classification: Classify the following soils using AASHTO criteria.(a) Soil H(b) Soil I3°100.00

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Percentage finer by weight 100% 80% 60% 40% 20% 0% 0.001 H 0.010 Soil Sample ID H I J L #200 0.100 Particle size (mm) 1.000 46 37 L Non plastic Liquid Limit Plastic Limit 60 26 #4 34 18 10.000 AASHTO Classification: Classify the following soils using AASHTO criteria. (a) Soil H (b) Soil I (c) Soil J (d) Soil L i 100.00

Percentage finer by weight 100% 80% 60% 40% 20% 0% 0.001 H 0.010 Soil Sample ID H I J L #200 0.100 Particle size (mm) 1.000 46 37 L Non plastic Liquid Limit Plastic Limit 60 26 #4 34 18 10.000 AASHTO Classification: Classify the following soils using AASHTO criteria. (a) Soil H (b) Soil I (c) Soil J (d) Soil L i 100.00

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter4: Soil Classification

Section: Chapter Questions

Problem 4.7CTP: For the soils that are classified by the following AASHTO symbols, what would be the most likely...

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