wiz-icon
MyQuestionIcon
MyQuestionIcon
1
You visited us 1 times! Enjoying our articles? Unlock Full Access!
Question

Match
List - II (Field test) with List - II (Suitability) and select the correct answer using the codes given below the lists :

List - I

A. Plate load test
B. Standard penetration test
C. Vane shear test
D. Dilatancy test

List - II

1. To estimate bearing capacity of granular soil
2. To estimate in-situ strength of soft clay
3. To identity silt from clay
4. To estimate bearing capacity for permissible settlement in clays

Codes :

A B C D

A
4 3 2 1
No worries! We‘ve got your back. Try BYJU‘S free classes today!
B
2 1 4 3
No worries! We‘ve got your back. Try BYJU‘S free classes today!
C
4 1 2 3
Right on! Give the BNAT exam to get a 100% scholarship for BYJUS courses
D
2 3 4 1
No worries! We‘ve got your back. Try BYJU‘S free classes today!
Open in App
Solution

The correct option is C 4 1 2 3
(c) The distinction between silt & clay cannot be based on particle size because the significant physical properties of the two materials are related only indirectly to the size of particles. Further more, since both are microscopic, physical properties other than particle size must be used as criteria for field identification. Thus Dilatancy or Shaking test is used to distinguish between silts and clays.

flag
Suggest Corrections
thumbs-up
0
similar_icon
Similar questions
View More
Join BYJU'S Learning Program
similar_icon
Related Videos
thumbnail
lock
Standard Penetration Test
FOUNDATION ENGINEERING
Watch in App
Join BYJU'S Learning Program
CrossIcon