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)

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