Mechanical analysis on four different samples designated asA, BCand Dwere carriedost ina seil laberatory. The reuts of tests are given below. Hydrometer analysis was camied our on sample D. The soil is non-plastic. Sample D. liquid linit42, plastic imit 24. plasticity index 18 Classify the seis per he Uniled Sol Clmsification Synen. Sanples ASTM Seve Percentage finer than Desigration 61.0 m 100 99 20.0 mm 04 76 63 100 65 20 m 24 91 12 90 54 212 63 20 47 100 34 95 23
Mechanical analysis on four different samples designated asA, BCand Dwere carriedost ina seil laberatory. The reuts of tests are given below. Hydrometer analysis was camied our on sample D. The soil is non-plastic. Sample D. liquid linit42, plastic imit 24. plasticity index 18 Classify the seis per he Uniled Sol Clmsification Synen. Sanples ASTM Seve Percentage finer than Desigration 61.0 m 100 99 20.0 mm 04 76 63 100 65 20 m 24 91 12 90 54 212 63 20 47 100 34 95 23
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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