An unconsolidated undrained (UU) triaxial test was conducted on the intact soil specimen from part (a). The cell pressure was 2500 psf and the principal stress difference at failure was 900 psf. Calculate the undrained shear strength cu.
An unconsolidated undrained (UU) triaxial test was conducted on the intact soil specimen from part (a). The cell pressure was 2500 psf and the principal stress difference at failure was 900 psf. Calculate the undrained shear strength cu.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![A circular footing with a radius of r = 4.0 ft will be embedded D = 2 ft in uniform clay. The top
of the foundation is at the surface. The water table is at the ground surface.
An unconsolidated undrained (UU) triaxial test was conducted on the intact soil specimen from
part (a). The cell pressure was 2500 psf and the principal stress difference at failure was 900 psf.
Calculate the undrained shear strength cu.
Void Ratio
1.5
1.4
1.3
1.2
1.1
1.0
0.9
0.8
10
0.1
2
4
z/r, depth in radii
7
8
9
Cr= 0.07
100
1000
Effective Stress (psf)
Ovp' = 800psf
8.0
(9.0)
10.0
Cc = 0.3
0.2 0.3 0.4 0.6 0.81.0
5.0
(6.0
I, stress in percent of surface contact pressure
2
3 4 5 6 8 10
10000
3.0
2.5)
2.0
.25
20 30 40 50 60 80 100
1.0
(0.75
Note: Numbers on curves
indicate offset distances
in radii, x/r.
2r
0.5
0₂
KAB
X
IXq
100
q
0₂
10
FIGURE 4.10 Chart for calculating the increase in vertical stress beneath a uniformly loaded circular area.
(From NAVFAC DM-7.1, 1982, and Foster and Ahlvin, 1954; reproduced from Holtz and Kovacs, 1981.)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F95e6b066-fc62-4205-bf08-3974292f585a%2F599e5d80-b8c5-4b2b-9848-9277df064d07%2Fihbzic3_processed.png&w=3840&q=75)
Transcribed Image Text:A circular footing with a radius of r = 4.0 ft will be embedded D = 2 ft in uniform clay. The top
of the foundation is at the surface. The water table is at the ground surface.
An unconsolidated undrained (UU) triaxial test was conducted on the intact soil specimen from
part (a). The cell pressure was 2500 psf and the principal stress difference at failure was 900 psf.
Calculate the undrained shear strength cu.
Void Ratio
1.5
1.4
1.3
1.2
1.1
1.0
0.9
0.8
10
0.1
2
4
z/r, depth in radii
7
8
9
Cr= 0.07
100
1000
Effective Stress (psf)
Ovp' = 800psf
8.0
(9.0)
10.0
Cc = 0.3
0.2 0.3 0.4 0.6 0.81.0
5.0
(6.0
I, stress in percent of surface contact pressure
2
3 4 5 6 8 10
10000
3.0
2.5)
2.0
.25
20 30 40 50 60 80 100
1.0
(0.75
Note: Numbers on curves
indicate offset distances
in radii, x/r.
2r
0.5
0₂
KAB
X
IXq
100
q
0₂
10
FIGURE 4.10 Chart for calculating the increase in vertical stress beneath a uniformly loaded circular area.
(From NAVFAC DM-7.1, 1982, and Foster and Ahlvin, 1954; reproduced from Holtz and Kovacs, 1981.)
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
Step 1
Data given
Cell pressure, = 2500 pcf
Principal stress difference at failure = 900 pcf
Find :
Undrained shear strength
Step by step
Solved in 2 steps
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