(b) A plate load test was carried out on a ground having a uniform sand stratum up to sufficient depth. The size of the plate was 40 cm x 40 cm Load (kN) 5 10 20 28 38 50 56 Settlement 0.8 1.3 2.25 3.6 6 8.25 11.5 (mm) Plot the load settlement curve. Also determine the bearing capacity and load that can be taken by a column footing of size 2m x 2m in this soil for an allowable settlement of 25 mm
(b) A plate load test was carried out on a ground having a uniform sand stratum up to sufficient depth. The size of the plate was 40 cm x 40 cm Load (kN) 5 10 20 28 38 50 56 Settlement 0.8 1.3 2.25 3.6 6 8.25 11.5 (mm) Plot the load settlement curve. Also determine the bearing capacity and load that can be taken by a column footing of size 2m x 2m in this soil for an allowable settlement of 25 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![(b) A plate load test was carried out on a ground having a uniform sand stratum up to sufficient
depth. The size of the plate was 40 cm x 40 cm
Load (kN)
5
10
20
28
38
50
56
Settlement
0.8
1.3
2.25
3.6 6 8.25
11.5
(mm)
Plot the load settlement curve. Also determine the bearing capacíty and load that can
be taken by a column footing of size 2m x 2m in this soil for an allowable settlement of 25
mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Feafd3139-599e-4ae5-868e-c305a58cd82f%2Fd92b1b17-cc18-4d83-830e-02da8928dbfc%2Fwvd7jt8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:(b) A plate load test was carried out on a ground having a uniform sand stratum up to sufficient
depth. The size of the plate was 40 cm x 40 cm
Load (kN)
5
10
20
28
38
50
56
Settlement
0.8
1.3
2.25
3.6 6 8.25
11.5
(mm)
Plot the load settlement curve. Also determine the bearing capacíty and load that can
be taken by a column footing of size 2m x 2m in this soil for an allowable settlement of 25
mm
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