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

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Mechanical analysis on four different samples designated as A, . Cand D were ceried out in a soil
labormory. The renuts of tets are given below. Hydrometer analysis was carred out on sample D.
The soil is non-plastic.
Sample D. Iiquid limi -42. plastic limit = 24, plasticity index 18
Classify the soils per the Uniled Soil Clmsification Sysem.
Samples
ASTM Sieve Percentaga finer than
Designation
61.0 mm
100
93
20.0 mm
64
76
63
20 m
600
39
24
100
65
91
59
12
90
54
212
6)
20
47
100
2
34
95
23
31
Sand
Coare te medium
Co
Cay
Slt
Grevel
100
Puticle sie im)
Figure E. 3.21
Transcribed Image Text:Mechanical analysis on four different samples designated as A, . Cand D were ceried out in a soil labormory. The renuts of tets are given below. Hydrometer analysis was carred out on sample D. The soil is non-plastic. Sample D. Iiquid limi -42. plastic limit = 24, plasticity index 18 Classify the soils per the Uniled Soil Clmsification Sysem. Samples ASTM Sieve Percentaga finer than Designation 61.0 mm 100 93 20.0 mm 64 76 63 20 m 600 39 24 100 65 91 59 12 90 54 212 6) 20 47 100 2 34 95 23 31 Sand Coare te medium Co Cay Slt Grevel 100 Puticle sie im) Figure E. 3.21
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