At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance ac 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)
At a site, Static Cone Penetration Test was carried out. The measured point (tip) resistance ac 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)
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter10: Shear Strength Of Soil
Section: Chapter Questions
Problem 10.7P
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![At a site, Static Cone Penetration Test
was carried out. The measured point
(tip) resistance ac 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)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9933d990-075f-4003-8d58-3a20dd92344d%2Ff085c589-5395-40c2-8706-fec124f1fb5c%2F822ddfl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:At a site, Static Cone Penetration Test
was carried out. The measured point
(tip) resistance ac 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)
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