Principles Of Foundation Engineering 9e
Principles Of Foundation Engineering 9e
9th Edition
ISBN: 9781337705035
Author: Das, Braja M.
Publisher: Cengage,
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Chapter 5, Problem 5.1P
To determine

Show that the compactive energy in method C is 2,700kNm/m3.

Expert Solution & Answer
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Explanation of Solution

Given information:

The mold volume (V) is 2,124cm3.

Mass of the hammer (m) 4.54 kg.

The hammer drop height (h) is 457.2 mm.

The number of layers of compaction (N) is 5.

The number of blows per layer is 56.

Calculation:

Determine the energy per blow.

E=mg×h=(4.54×9.81)kg-ms2×1N1kg-ms2×457.2mm×1m1,000mm=20.36Nm

Determine the total energy imparted to the soil in the mold.

ETot=Blowsperlayer×N×E=5×56×20.36=5,700.8Nm

Determine the energy per unit volume.

Energyperunitvolume=ETotV=5,700.82,124cm3×(1m100cm)3=2,683,992Nm/m3×1kN1,000N2,700kNm/m3

Therefore, the compactive energy in method C is 2,700kNm/m3 is proved.

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Two types of compaction tests are typically performed in the laboratory. These tests are the standard proctor test and the modified proctor test. O True False
5. Estimate the cost of compacting 3700 CCM using a roller compactor based on the following information: The number of passes required = 10 Width compacted per pass = 2m Compactor speed = 7km/h Compacted lift thickness = 0.3m Job efficiency = 55min/h Cost per hour = $150
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