d. The ultimate frictional resistance Q. [Use Eqs. (11.45) through (11.47) and take K = 1.4 and 8' = 0.66'.] 3.05 m Water table Ysat y = 15.72 kN/m³ ' = 32° c' = 0 18.24 kN/m² $' = 32° 3.05 m c' = 0 15.24 m Ysat = 19.24 kN/m³ $' = 40° c' = 0 Figure P11.4 15 in. 114 A driven closed-ended pile, circular in cross section, is shown in Figure P11.4. Calculate the following: a. The ultimate point load using Meyerhof's procedure. b. The ultimate point load using Vesic's procedure. Take I,, = 50. e. An approximate ultimate point load on the basis of parts (a) and (b).
d. The ultimate frictional resistance Q. [Use Eqs. (11.45) through (11.47) and take K = 1.4 and 8' = 0.66'.] 3.05 m Water table Ysat y = 15.72 kN/m³ ' = 32° c' = 0 18.24 kN/m² $' = 32° 3.05 m c' = 0 15.24 m Ysat = 19.24 kN/m³ $' = 40° c' = 0 Figure P11.4 15 in. 114 A driven closed-ended pile, circular in cross section, is shown in Figure P11.4. Calculate the following: a. The ultimate point load using Meyerhof's procedure. b. The ultimate point load using Vesic's procedure. Take I,, = 50. e. An approximate ultimate point load on the basis of parts (a) and (b).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![d. The ultimate frictional resistance Q. [Use Eqs. (11.45)
through (11.47) and take K
=
1.4 and 8'
=
0.66'.]
3.05 m
Water
table
Ysat
y = 15.72 kN/m³
' = 32°
c' = 0
18.24 kN/m²
$' = 32°
3.05 m
c' = 0
15.24 m
Ysat
=
19.24 kN/m³
$' = 40°
c' = 0
Figure P11.4
15 in.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc837c159-281c-429a-9ec5-8a70fc5b4137%2F5204ba00-f08e-4580-a468-09e9fe8dcf44%2Fpc6svsh_processed.png&w=3840&q=75)
Transcribed Image Text:d. The ultimate frictional resistance Q. [Use Eqs. (11.45)
through (11.47) and take K
=
1.4 and 8'
=
0.66'.]
3.05 m
Water
table
Ysat
y = 15.72 kN/m³
' = 32°
c' = 0
18.24 kN/m²
$' = 32°
3.05 m
c' = 0
15.24 m
Ysat
=
19.24 kN/m³
$' = 40°
c' = 0
Figure P11.4
15 in.
Transcribed Image Text:114 A driven closed-ended pile, circular in cross section, is
shown in Figure P11.4. Calculate the following:
a. The ultimate point load using Meyerhof's procedure.
b. The ultimate point load using Vesic's procedure. Take
I,, = 50.
e. An approximate ultimate point load on the basis of parts
(a) and (b).
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