Traffic and Highway Engineering - With Mindtap
5th Edition
ISBN: 9781305360990
Author: Garber
Publisher: CENGAGE L
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Chapter 19, Problem 2P
To determine
The purpose of soil stabilization and the three methods for achieving it.
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Describe the Essentials of Soil Mechanics.
Describe the Acceleration of the Soil Improvement Process.
Describe the principal modes of soil failure.
Chapter 19 Solutions
Traffic and Highway Engineering - With Mindtap
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- identification 1. It is soil classification that has size limit greater than 4.75mm but less than 76.2mm. 2. It is soil classification that has size limit 4.75 mm – 0.075 mm. 3. It is soil classification that has size limit less than 0.075mm.arrow_forwardDiscuss the methods used for measuring soil density and compaction in the field.arrow_forwardSoil compaction is a common practice done before actual construction work takes place. Explain TWO (2) effects if soil compaction was not properly conducted and explain which soil type is unsuitable to conduct compaction.arrow_forward
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- Classify the soil to be used as a highway subgrade material using AASHTO classification system; Liquid limit for soil passing #40 sieve was determine to be 35% and plasticity index was 20% Sieve No. Size opening (mm) % Finer No. 4 4.75 100 No. 10 2.00 93 No. 20 0.850 87 No. 40 0.425 81 No. 60 0.250 63 No. 140 0.140 49 No. 200 0.075 32arrow_forwardWhat are the factors that can affect the flow of a fluid through soil?arrow_forwardYou are the manager of a road construction project. What type of compaction method you will suggest your team to use for soil compaction if the site soils are cohesive? (state and include its method just write in 50 words no need more)arrow_forward
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