Mechanical analysis on four different samples designated as A, B. Cand Dwere carried out in a soil laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D. liquid limit 42. plastic limit = 24. plasticity index = 18 Classify the soils per the Unified Soil Classification System. Samples ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 63 39 100 65 20 mm 600 212 63 20 24 98 59 12 90 54 47 100 2 34 95 2 31 Sand Cose le medium Coles Clay Silt Granel 762 mm Fine 0.001 0.075 0I 10 100 Particle sine (mm) Figure Ex. 3.21 Percentage finer

Mechanical analysis on four different samples designated as A, B. Cand Dwere carried out in a soil laboratory. The results of tests are given below. Hydrometer analysis was carried out on sample D. The soil is non-plastic. Sample D. liquid limit 42. plastic limit = 24. plasticity index = 18 Classify the soils per the Unified Soil Classification System. Samples ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 63 39 100 65 20 mm 600 212 63 20 24 98 59 12 90 54 47 100 2 34 95 2 31 Sand Cose le medium Coles Clay Silt Granel 762 mm Fine 0.001 0.075 0I 10 100 Particle sine (mm) Figure Ex. 3.21 Percentage finer

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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