
Consolidation Settlement
Authored by KHAIRUN NISSA BINTI MAT SAID 15379
Engineering
University

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7 questions
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1.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
What is primary consolidation in soils?
a) A process that occurs due to changes in moisture content
b) Compression caused by elastic deformation of soil grains
c) Settlement due to the expulsion of pore water from saturated soil
d) A process involving only mechanical loading and unloading
2.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Which theory is primarily used to explain one-dimensional consolidation in soils?
a) Coulomb’s Theory
b) Terzaghi’s Theory
c) Darcy’s Law
d) Mohr’s Circle Theory
3.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
In a consolidation test, the void ratio decreases when:
a) Pore water pressure increases
b) Effective stress increases
c) The soil is undrained
d) Temperature decreases
4.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
The time rate of consolidation in a soil layer depends on:
a) The coefficient of permeability and drainage path length
b) The load applied during the test
c) The temperature and humidity of the environment
d) The compressibility of soil particle
5.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Secondary consolidation in soils primarily occurs due to:
a) Creep under constant effective stress
b) Immediate settlement after load application
c) Changes in pore water pressure
d) Elastic deformation of soil grains
6.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Pre- consolidation pressure mainly refer to
a. Over consolidation ratio
b. Highest stress experience by the soil
c. Compression index
d. Void ratio
7.
MULTIPLE CHOICE QUESTION
30 sec • 1 pt
Over consolidation ratio is greater than 1, generally the soil
a. Just experienced the new stress
b. Experienced the highest stress in history
c. Experienced the same stress
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