Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN: 9781337705028
Author: Braja M. Das, Nagaratnam Sivakugan
Publisher: Cengage Learning
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Question
Chapter 5, Problem 5.1P
To determine
Show that the compactive energy in method C is
Expert Solution & Answer
Explanation of Solution
Given information:
The mold volume (V) is
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.
Determine the total energy imparted to the soil in the mold.
Determine the energy per unit volume.
Therefore, the compactive energy in method C is
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STEP BY STEP PROCEDURE FOR STANDARD
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FOR COMPACTION
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
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
Chapter 5 Solutions
Principles of Foundation Engineering (MindTap Course List)
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- 1) Give the comparison between the Standard Proctor Test and the Modified Proctor Test in terms of the ff: a. Drop Height b. Hammer/Rammer Weight No. of layers c. d. Energy (Compactive effort)arrow_forwardThe results of a standard and a modified Proctor tests ate given in the table below. a) Generate a plot of dry unit weight as a function of water content including the zero air voids (ZAV) curve (note that the units are in cm³ and kg). b) Determine the maximum dry unit weight of compaction and the optimum moisture content. Show calculation on how to determine the maximum dry density and the optimum moisture content. STANDARD PROCTOR TEST DATA MODIFIED PROCTOR TEST DATA Volume of Mass of Wet Soil Water Content, Mass of wet soil Water Content, Mold (cm?) in the mold (kg) wC in the mold (kg) wC 1.68 0.099 1.83 0.059 1.71 0.106 1.89 0.066 1.77 0.121 1.95 0.081 1.83 0.138 2.00 0.098 943.3 1.86 0.151 2.03 0.111 1.88 0.174 2.05 0.134 1.87 0.194 2.04 0.154 1.85 0.212 2.00 0.172arrow_forwardFollowing is the result of 8 trials of a standard proctor test. Determine the optimum water content and maximum dry unit weight.Determine also the amount of energy expended in the compaction of one of the trialsassuming that the test done is standard proctor test.arrow_forward
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