CuriousTab
Search
CuriousTab
Home
Aptitude
Computer
C Programming
C# Programming
C++ Programming
Database
Java Programming
Networking
Engineering
Biochemical Engineering
Biochemistry
Biotechnology
Chemical Engineering
Civil Engineering
Computer Science
Digital Electronics
Electrical Engineering
Electronics
Electronics and Communication Engineering
Mechanical Engineering
Microbiology
Technical Drawing
GK
Current Affairs
General Knowledge
Reasoning
Data Interpretation
Logical Reasoning
Non Verbal Reasoning
Verbal Ability
Verbal Reasoning
Exams
AIEEE
Bank Exams
CAT
GATE
IIT JEE
TOEFL
Jobs
Analyst
Bank PO
Database Administrator
IT Trainer
Network Engineer
Project Manager
Software Architect
Discussion
Home
‣
Civil Engineering
‣
Soil Mechanics and Foundation Engineering
Comments
Question
If
C
s
is the expansion index in Q. 11.165, the empirical formula given by Terzaghi, is
Options
A.
e
=
e
0
-
C
d
log
10
?'/?
0
'
B.
e
=
e
0
+
C
d
log
10
?'/?
0
'
C.
e
0
=
e
-
C
d
log
10
?'/?
0
'
D.
e
° =
e
+
C
d
log
10
?'/?
0
'
Correct Answer
e
=
e
0
+
C
d
log
10
?'/?
0
'
Soil Mechanics and Foundation Engineering problems
Search Results
1. The angle of internal friction of clays, is usually
Options
A. 0° to 5°
B. 5° to 20°
C. 20° to 30°
D. 30° to 45°
Show Answer
Scratch Pad
Discuss
Correct Answer: 5° to 20°
2. The water content in a soil sample when it continues to loose weight without loosing the volume, is called
Options
A. Shrinkage limit
B. Plastic limit
C. liquid limit
D. semi-solid limit.
Show Answer
Scratch Pad
Discuss
Correct Answer: Shrinkage limit
3. The specific gravity of Calcite is
Options
A. 2.65
B. 2.72
C. 2.85
D. 2.90
Show Answer
Scratch Pad
Discuss
Correct Answer: 2.72
4. During seepage through a soil, direction of seepage is always
Options
A. parallel to equipotential lines
B. perpendicular to stream lines
C. perpendicular to equipotential lines
D. none of these.
Show Answer
Scratch Pad
Discuss
Correct Answer: perpendicular to equipotential lines
5. The density of soil can be increased
Options
A. by reducing the space occupied by air
B. by elastic compression of soil grains
C. by expelling water from pores
D. All the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: All the above.
6. The bulk density of the soil sample stated in Q. No. 11.243, is
Options
A. 1.4 g/cc
B. 1.6 g/cc
C. 1.8 g/cc
D. 2.0 g/cc
Show Answer
Scratch Pad
Discuss
Correct Answer: 1.8 g/cc
7. Pick up the correct statement from the following:
Options
A. A soil having pH value more than 7 is an acidic soil
B. A soil having pH value less than 7 is an acidic soil
C. A soil having pH value more than 7 is an alkaline soil
D. A soil containing chemicals for the manufacture of portland cement is preferred.
Show Answer
Scratch Pad
Discuss
Correct Answer: A soil having pH value less than 7 is an acidic soil
8. The specific yield of soil depends upon
Options
A. compaction of stratum
B. distribution of pores
C. shape and size of particles
D. all the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: all the above.
9. Pile foundations are generally preferred to for
Options
A. bridge foundations
B. sky scrapper buildings
C. residential buildings
D. runways.
Show Answer
Scratch Pad
Discuss
Correct Answer: sky scrapper buildings
10. The maximum possible value nf dry density is referred to as
Options
A. dry density
B. zero air voids
C. saturation dry density
D. all the above.
Show Answer
Scratch Pad
Discuss
Correct Answer: all the above.
Comments
There are no comments.
Enter a new Comment
Save
More in Civil Engineering:
Advanced Surveying
Airport Engineering
Applied Mechanics
Building Construction
Building Materials
Concrete Technology
Construction Management
Docks and Harbours
Elements of Remote Sensing
Engineering Economy
Estimating and Costing
GATE Exam Questions
Highway Engineering
Hydraulics
Irrigation
Railways
RCC Structures Design
SI Units
Soil Mechanics and Foundation Engineering
Steel Structure Design
Strength of Materials
Structural Design Specifications
Surveying
Theory of Structures
Tunnelling
UPSC Civil Service Exam Questions
Waste Water Engineering
Water Resources Engineering
Water Supply Engineering