Degree of consolidation is

A directly proportional to time and inversely proportional to drainage path
B directly proportional to time and inversely proportional to square of drainage path
C directly proportional to drainage path and inversely proportional to time
D directly proportional to square of drainage path and inversely proportional to time

Correct Answer: directly proportional to time and inversely proportional to square of drainage path

Bissoy MCQ
#Civil Engineering #Soil Mechanics And Foundation

Related Questions

The average temperature for the first 4- days of a week is 40.2-degree Celcius and that of the last 4 days is 41.3-degree Celcius If the average temperature for the whole week is 40.6-degree Celcius then the temperature on the fourth day is-
A 38.5 Degree Celcius
B 40.8 Degree Celcius
C 41.3 Degree Celcius
D 41.8 Degree Celcius
For each word written in uppercase, select a word having opposite meaning. CONSOLIDATION
A restrition
B fragmentation
C opposition
D provocation
Select a word having the opposite meaning. CONSOLIDATION
A restriction
B fragmentation
C opposition
D provication
CONSOLIDATION:
A Restriction
B Opposition
C Fragmentation
D provocation
Choose the word that is opposite to the word "consolidation"
A instigation
B fragmentation
C restriction
D opposition
Chest findings in pneumonic consolidation is
A Restricted movement on the affected side
B Dull Percussion note
C Bronchial breath sound
D Shifting of mediastinum
E Decreased vocal resonance
Pneumonic consolidation may turn in to
A Abscess formation
B Resorption
C Hemangioma
D Hypernatremia
E Fibrosis
Within the consolidation process of a saturated clay
A a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant
B a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant
C both neutral pressure and effective pressure decrease
D both neutral pressure and effective pressure increase
The ultimate consolidation settlement of a structure resting on a soil
A Decreases with the increase in the initial voids ratio
B Decreases with the decrease in the plastic limit
C Increases with the increase in the initial voids ratio
D Increases with the decrease in the porosity of the soil
Coefficient of consolidation of a soil is affected by
A compressibility
B permeability
C both compressibility and permeability
D none of the above

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