A liquid limit test conducted on a soil sample in the cup device gave the following results: Test No. 1 2 3 Number of blows 40 27 23 19 35.62 36.92 41.37 46.80 Weight of Container + Lid + Wet Soil (g) Weight of Container + Lid + Dry Soil (g) Weight of Container + Lid (g) 31.08 30.19 33.11 35.78 13.05 11.74 12.36 11.45 The plastic limit test and natural water content. Natural Water Content Test Test No. 1 2 17.53 16.97 Weight of Container + Lid + Wet Soil (g) Weight of Container + Lid + Dry Soil (g) Weight of Container + Lid (g) 15.45 14.93 7.84 7.5 Plastic Limit 1 22.12 20.59 13.07 2 21.84 20.35 13.18 5 10 38.96 28.3 10.52

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Soil Deposits-origin, Grain-size, And Shape
Section: Chapter Questions
Problem 2.4P: For a soil, given: D10 = 0.08 mm D30 = 0.22 mm D60 = 0.41 mm Calculate the uniformity coefficient...
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Problem 1.
A liquid limit test conducted on a soil sample in the cup device gave the following results:
1
2
3
4
Test No.
Number of blows
40
27
23
19
35.62
36.92
41.37
46.80
Weight of Container + Lid + Wet Soil (g)
Weight of Container + Lid + Dry Soil (g)
Weight of Container + Lid (g)
31.08
30.19
33.11
35.78
13.05
11.74
12.36
11.45
The plastic limit test and natural water content.
Natural Water Content
Test
Test No.
1
1
2
22.12
17.53
16.97
Weight of Container + Lid + Wet Soil (g)
Weight of Container + Lid + Dry Soil (g)
Weight of Container + Lid (g)
20.59
15.45
14.93
13.07
7.84
7.5
The shrinkage limit test.
Weight of Dish with petroleum jelly (g)
11.3
38.51
Weight of Dish with petroleum jelly + Wet Soil (g)
Weight of Dish with petroleum jelly + Dry Soil (g)
32.81
Volume of Shrinkage Dish (cm³)
15.26
Volume of Oven-Dried Soil Pat (cm³)
12.83
Create a spreadsheet for the result of the Atterberg Limit Test above which will determine and show the
following:
a. Flow curve
b. Liquid Limit
c. Plastic Limit
d. Shrinakage Limit
e. Natural Moisture Content
f. Liquidity Index
g. Plasticity Index
h. Shrinkage Index
1. Shrinkage Ratio
j. Specific Gravity
k.
The State of the Soil
Plastic Limit
2
21.84
20.35
13.18
5
10
38.96
28.3
10.52
Transcribed Image Text:Problem 1. A liquid limit test conducted on a soil sample in the cup device gave the following results: 1 2 3 4 Test No. Number of blows 40 27 23 19 35.62 36.92 41.37 46.80 Weight of Container + Lid + Wet Soil (g) Weight of Container + Lid + Dry Soil (g) Weight of Container + Lid (g) 31.08 30.19 33.11 35.78 13.05 11.74 12.36 11.45 The plastic limit test and natural water content. Natural Water Content Test Test No. 1 1 2 22.12 17.53 16.97 Weight of Container + Lid + Wet Soil (g) Weight of Container + Lid + Dry Soil (g) Weight of Container + Lid (g) 20.59 15.45 14.93 13.07 7.84 7.5 The shrinkage limit test. Weight of Dish with petroleum jelly (g) 11.3 38.51 Weight of Dish with petroleum jelly + Wet Soil (g) Weight of Dish with petroleum jelly + Dry Soil (g) 32.81 Volume of Shrinkage Dish (cm³) 15.26 Volume of Oven-Dried Soil Pat (cm³) 12.83 Create a spreadsheet for the result of the Atterberg Limit Test above which will determine and show the following: a. Flow curve b. Liquid Limit c. Plastic Limit d. Shrinakage Limit e. Natural Moisture Content f. Liquidity Index g. Plasticity Index h. Shrinkage Index 1. Shrinkage Ratio j. Specific Gravity k. The State of the Soil Plastic Limit 2 21.84 20.35 13.18 5 10 38.96 28.3 10.52
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