Civil Engineering (CE) Exam > Civil Engineering (CE) Questions > At a site, Static Cone Penetration Test was c...
Start Learning for Free
At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.
The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)
The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)
Correct answer is '10'. Can you explain this answer?
| FREE This question is part of | Download PDF Attempt this Test |
Most Upvoted Answer
At a site, Static Cone Penetration Test was carried out. The measured ...
Static Cone Penetration Test (CPT)
The Static Cone Penetration Test (CPT) is a common in-situ testing method used in geotechnical engineering to determine the geotechnical properties of soils. The test involves pushing a cone-shaped penetrometer into the ground at a constant rate and measuring the resistance encountered by the penetrometer as it advances.
Measurement Parameters
During a CPT, two main parameters are measured: tip resistance (qc) and sleeve friction (fs). Tip resistance refers to the resistance encountered by the cone tip as it penetrates the soil, while sleeve friction refers to the resistance encountered along the sides of the cone.
Given Data
In this case, the measured tip resistance (qc) at a certain depth is 1000 kPa. The friction ratio (fr) at the same depth is estimated to be 1%.
Calculating Sleeve Friction (fs)
The sleeve friction (fs) can be calculated using the following equation:
fs = fr * qc
Given that the friction ratio (fr) is 1% and the measured tip resistance (qc) is 1000 kPa, we can calculate the sleeve friction as follows:
fs = 0.01 * 1000
fs = 10 kPa
Answer
Therefore, the value of sleeve friction (fs) at that depth is 10 kPa.
The Static Cone Penetration Test (CPT) is a common in-situ testing method used in geotechnical engineering to determine the geotechnical properties of soils. The test involves pushing a cone-shaped penetrometer into the ground at a constant rate and measuring the resistance encountered by the penetrometer as it advances.
Measurement Parameters
During a CPT, two main parameters are measured: tip resistance (qc) and sleeve friction (fs). Tip resistance refers to the resistance encountered by the cone tip as it penetrates the soil, while sleeve friction refers to the resistance encountered along the sides of the cone.
Given Data
In this case, the measured tip resistance (qc) at a certain depth is 1000 kPa. The friction ratio (fr) at the same depth is estimated to be 1%.
Calculating Sleeve Friction (fs)
The sleeve friction (fs) can be calculated using the following equation:
fs = fr * qc
Given that the friction ratio (fr) is 1% and the measured tip resistance (qc) is 1000 kPa, we can calculate the sleeve friction as follows:
fs = 0.01 * 1000
fs = 10 kPa
Answer
Therefore, the value of sleeve friction (fs) at that depth is 10 kPa.
Free Test
FREE
| Start Free Test |
Community Answer
At a site, Static Cone Penetration Test was carried out. The measured ...
Friction ratio,
qs = Sleeve friction
st = Tip friction
qs/qt = 100 (qt = 1000 kPa)
qs = Sleeve friction
st = Tip friction
qs/qt = 100 (qt = 1000 kPa)
Attention Civil Engineering (CE) Students!
To make sure you are not studying endlessly, EduRev has designed Civil Engineering (CE) study material, with Structured Courses, Videos, & Test Series. Plus get personalized analysis, doubt solving and improvement plans to achieve a great score in Civil Engineering (CE).
|
Explore Courses for Civil Engineering (CE) exam
|
|
Similar Civil Engineering (CE) Doubts
Top Courses for Civil Engineering (CE)View all
At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)Correct answer is '10'. Can you explain this answer?
Question Description
At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)Correct answer is '10'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)Correct answer is '10'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)Correct answer is '10'. Can you explain this answer?.
At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)Correct answer is '10'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)Correct answer is '10'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)Correct answer is '10'. Can you explain this answer?.
Solutions for At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)Correct answer is '10'. Can you explain this answer? in English & in Hindi are available as part of our courses for Civil Engineering (CE).
Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free.
Here you can find the meaning of At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)Correct answer is '10'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of
At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)Correct answer is '10'. Can you explain this answer?, a detailed solution for At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)Correct answer is '10'. Can you explain this answer? has been provided alongside types of At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)Correct answer is '10'. Can you explain this answer? theory, EduRev gives you an
ample number of questions to practice At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance qc was 1000 kPa at a certain depth. The friction ratio (fr) was estimated as 1% at the same depth.The value of sleeve (side) friction (in kPa) at that depth was _________ . (in integer)Correct answer is '10'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.
|
|
Explore Courses for Civil Engineering (CE) exam
|
|
Suggested Free Tests
Signup for Free!
Signup to see your scores go up within 7 days! Learn & Practice with 1000+ FREE Notes, Videos & Tests.
|
© EduRev
|
Education Revolution
|
Follow Us
|
Signup to see your scores
go up within 7 days!
Access 1000+ FREE Docs, Videos and Tests
Takes less than 10 seconds to signup