A unconfined compressive strength test was performed on a clay sample. The sample had a diameter of 56 mm and a length of 116 mm. The following curve shows the load and deformation curve. Considering the area correction, calculate the undrained shear strength, Su, of the soil. Unit: kPa. Unconfined Compression Test (BD2-6m) 0.25 0.2 圣0.15 0.1 0.05 5. 10 15 35 Axial Displacement, mm 30 25 20 Load, kN

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Question 13
A unconfined compressive strength test was performed on a clay sample. The sample
had a diameter of 56 mm and a length of 116 mm. The following curve shows the
load and deformation curve. Considering the area correction, calculate
the undrained shear strength, Su, of the soil. Unit: kPa.
Unconfined Compression Test (BD2-6m)
0.25
0.2
0.15
0.1
0.05
0.
10
15
20
25
35
Axial Displacement, mm
CS
Scanned with ComScanner
Load, kN
30
Transcribed Image Text:Question 13 A unconfined compressive strength test was performed on a clay sample. The sample had a diameter of 56 mm and a length of 116 mm. The following curve shows the load and deformation curve. Considering the area correction, calculate the undrained shear strength, Su, of the soil. Unit: kPa. Unconfined Compression Test (BD2-6m) 0.25 0.2 0.15 0.1 0.05 0. 10 15 20 25 35 Axial Displacement, mm CS Scanned with ComScanner Load, kN 30
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