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Problem 1.1 The results of particle size analyses and, where appropriate, limit tests on samples of four soils are given in Table. Allot group symbols and give main and qualifying terms appropriate for each soil. Rarticle cize

Problem 1.1 The results of particle size analyses and, where appropriate, limit tests on samples of four soils are given in Table. Allot group symbols and give main and qualifying terms appropriate for each soil. Rarticle cize

Structural Analysis
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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Plasticity increasing 70 ÇE 60 A-line Clays CV 50 МЕ 40 -CH- MV 30 20 MH CL Silts & organic soils 10 Non-plastic MI ML 10 20 30 40 50 60 70 80 90 100 110 120 Liquid limit Figure 1.12 Plasticity chart: British system (BS 1377–2: 1990). Plasticity index
Transcribed Image Text:Plasticity increasing 70 ÇE 60 A-line Clays CV 50 МЕ 40 -CH- MV 30 20 MH CL Silts & organic soils 10 Non-plastic MI ML 10 20 30 40 50 60 70 80 90 100 110 120 Liquid limit Figure 1.12 Plasticity chart: British system (BS 1377–2: 1990). Plasticity index
Problem 1.1 The results of particle size analyses and, where appropriate, limit tests on samples of four soils are given in Table. Allot group symbols and give main and qualifying terms appropriate for each soil. BS sieve Particle size Percentage smaller Soil I Soil L Soil J Soil K 63 mm 20 mm 100 6.3 mm 94 100 2 mm 69 98 600 mm 32 88 100 212 mm 13 67 95 100 63 mm 2 37 73 99 0.020 mm 22 46 88 0.006 mm 11 25 71 0.002 mm 4 13 58 Liquid limit Plastic limit Non-plastic 32 78 24 31 Particle size distribution curves. Cu & C,. Soil D10 D30 D60 Cu I J Soil I. Soil J. Soil K. Soil L.
Transcribed Image Text:Problem 1.1 The results of particle size analyses and, where appropriate, limit tests on samples of four soils are given in Table. Allot group symbols and give main and qualifying terms appropriate for each soil. BS sieve Particle size Percentage smaller Soil I Soil L Soil J Soil K 63 mm 20 mm 100 6.3 mm 94 100 2 mm 69 98 600 mm 32 88 100 212 mm 13 67 95 100 63 mm 2 37 73 99 0.020 mm 22 46 88 0.006 mm 11 25 71 0.002 mm 4 13 58 Liquid limit Plastic limit Non-plastic 32 78 24 31 Particle size distribution curves. Cu & C,. Soil D10 D30 D60 Cu I J Soil I. Soil J. Soil K. Soil L.
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