At a site, a Static Cone Penetration Test was carried out. The measured point (tip) resistance 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 integer) .(in
At a site, a Static Cone Penetration Test was carried out. The measured point (tip) resistance 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 integer) .(in
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter12: Subsurface Exploration
Section: Chapter Questions
Problem 12.2P
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![At a site, a Static Cone Penetration Test
was carried out. The measured point
(tip) resistance 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
integer)
(in](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F301a788c-aee1-416f-892d-0338ff16c27f%2F5e3b89ae-501f-41e2-b534-16e4c05492fd%2Fcofjxno_processed.jpeg&w=3840&q=75)
Transcribed Image Text:At a site, a Static Cone Penetration Test
was carried out. The measured point
(tip) resistance 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
integer)
(in
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