Classify the soil below * 200 grams of a soil sample has a grain size distribution as shown in the table below with a liquid limit of 32% and plastic limit of 15%. Particle Size (mm) 4.75 2.36| 1.3 0.6 0.2 0.075 13 15 12 Retained (grams) 28 20 2

Classify the soil below * 200 grams of a soil sample has a grain size distribution as shown in the table below with a liquid limit of 32% and plastic limit of 15%. Particle Size (mm) 4.75 2.36| 1.3 0.6 0.2 0.075 13 15 12 Retained (grams) 28 20 2

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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Concept explainers

Soil classification and characteristics

Soil classification is a method of categorizing soil based on its properties, types, and uses. The motive of soil classification is to arrange various types of soils and divide them into groups for various engineering and agricultural purposes. Soil classification is carried out by various agencies as per their purposes. From an engineering perspective, soil classification is done to find out the suitability of soil for various construction purposes like the construction of dams, foundations, highways, infrastructures, and so on. For engineering purposes, the soil is classified by the following systems:

Question

Classify the soil below
200 grams of a soil sample has a grain size distribution as shown in the table
below with a liquid limit of 32% and plastic limit of 15%.
0.6 0.2 0.075
Particle Size (mm) 4.75 2.36 1.3
Retained (grams)
12
15
13
28
20

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Problem 2 A sample was shaken through a nest of sieves and the results are obtained. The initial soil mass of the soil sample is 500g. Draw the particle size distribution curves and interpret the graph. Mass Retained Sieve No. Diameter (mm) (gram) 4 4.75 0 10 2.00 40.2 20 0.85 84.6 30 0.6 50.2 40 0.425 40.0 60 0.25 106.4 140 0.106 108.8 200 0.075 59.4 Pan 8.7 Determine the: 6. Percentage Loss in Soil Mass 7. Particle Size (%Gravel, % Sand, % Silt and %Clay) according to USCS 8. Effective Grain Size (D10) 9. Coefficient of Uniformity (Cu) 10. Coefficient of Curvature/Gradient (Cc)
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The given data shows a sieve analysis of a soil sample. Classify the soil using AASHTO Method. Sieve No. Diameter Percent Passing 4 4.760 100 6 2.380 91 10 2.000 88 20 0.840 76 40 0.420 55 60 0.250 50 100 0.150 47 200 0.075 46 Characteristics of No. 40 Fraction LL 50 PL 34
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