Mechanical analysis on four different samples designated as A, B, Cand D were 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 %3D Classify the soils per the Unified Soil Classification System. Samples A B D ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 2.0 mm 24 98 59 600 u 12 90 54 5 212 u 63 u 20 u 9 47 100 2 34 95 23 69 7 46 4. 31 100 80 60 40 B. 20 Sand Coarse to medium Clay Silt Cobbles 76.2 mm) Fine Gravel 0,001 0,01 0,075 0.1 10 100 Particle size (mm) Percentage finer

Mechanical analysis on four different samples designated as A, B, Cand D were 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 %3D Classify the soils per the Unified Soil Classification System. Samples A B D ASTM Sieve Percentage finer than Designation 63.0 mm 100 93 20.0 mm 64 76 6.3 39 100 65 2.0 mm 24 98 59 600 u 12 90 54 5 212 u 63 u 20 u 9 47 100 2 34 95 23 69 7 46 4. 31 100 80 60 40 B. 20 Sand Coarse to medium Clay Silt Cobbles 76.2 mm) Fine Gravel 0,001 0,01 0,075 0.1 10 100 Particle size (mm) 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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Similar questions

the results of the sieve analysis done on a soil are shown below: determine its classification using USCS a. SC b. ML c. CL d. SM e. none
Given the test results that follow, classify the soil in both the Unified Soil Classification System (USCS) and the AASHTO system.
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00 docs.google.com/forms/ A It is easier than the sieve analysis CH soil is formed by chemical 1/1 weathering * True False Neither true nor false The grain size distribution has 0/2 been conducted on a soil sample and the following have been obtained: Percentage of passing from sieve number 200 is 47%, LL = 30%, PL = 15% Using the above information, the soil classification according to the USCS is * :O A5
The following table shows the sieve analysis data on the left and hydrometer test data on the right for the minus No. 200 sieve material for a given soil. (a) Compute Cu and Cc. (b) Report the percentage gravel, sand, silt, and clay according to AASHTO. (c) Classify the soil according to AASHTO.
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