Test No. Cone Penetration (mm) Mass of Wet Soil + Container (g.) Mass of Dry Soil + Container (g.) Mass of Container (g.) Determine the liquid limit (in percent) of the soil. 1 12 34.1 28.1 10.9 2 17 36.9 29.6 12.5 3 24 41.4 31.7 11.6 4 26 45.0 33.7 11.4

Test No. Cone Penetration (mm) Mass of Wet Soil + Container (g.) Mass of Dry Soil + Container (g.) Mass of Container (g.) Determine the liquid limit (in percent) of the soil. 1 12 34.1 28.1 10.9 2 17 36.9 29.6 12.5 3 24 41.4 31.7 11.6 4 26 45.0 33.7 11.4

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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Concept explainers

Measuring carpentry and miscellaneous items

The modification of planning and drawing of the construction project into the various descriptions and quantities to estimate the value, cost, and price of the project is known as measurement. The quantity supervisor produces the details of the quantities to the contractor or subcontractor to measure the cost of the work and determine the profit of the contractor or subcontractor. The measurement of the construction work depends on its type, usage, and stages in the project. In the early stage of the project, the details of the project depend on the general parameters. As the work starts, more information is searched and the details are dependent on the elemental estimates of the work.

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Test No.
Cone Penetration (mm)
Mass of Wet Soil + Container (g.)
Mass of Dry Soil + Container (g.)
Mass of Container (g.)
Determine the liquid limit (in percent) of the soil.
Round off to two decimal places.
1
12
34.1
28.1
10.9
2
17
36.9
29.6
12.5
3
24
41.4
31.7
11.6
4
26
45.0
33.7
11.4

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