7. Following details regarding the particle size distribution and other index properties pertinent to the classification of soil. Choose three soils and classifyeach soil according to USCS and AASHTO classification systems. When necessary, assume Cu = 4.48 and C: = 1.22. Your solution may be presented in similarform as what was included in your module 4.Sieve Analysis (Percent Finer)Soil NoLiquid LimitPlastic LimitNo. 10No. 40No. 20098805038292100928056233100886537224.85554528209275624328648286N.A.NP78762303224890763437259100788N.A.NP109274324435

7. Following details regarding the particle size distribution and other index properties pertinent to the classification of soil. Choose three soils and classif each soil according to USCS and AASHTO classification systems. When necessary, assume Cu = 4.48 and Cc = 1.22. Your solution may be presented in simila form as what was included in vour module 4

7. Following details regarding the particle size distribution and other index properties pertinent to the classification of soil. Choose three soils and classif each soil according to USCS and AASHTO classification systems. When necessary, assume Cu = 4.48 and Cc = 1.22. Your solution may be presented in simila form as what was included in vour module 4

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter5: Soil Improvement And Ground Modification

Section: Chapter Questions

Problem 5.7P

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