Answered: b) The following are the three…

b) The following are the three important factors finally proposed by Brinch Hansen. Discuss each of the factors proposed by the researcher: i) Shape ii) Foundation depth iii) Inclination of the load

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter9: Settlement Of Shallow Foundations

Section: Chapter Questions

Problem 9.15P

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b) The following are the three important factors finally proposed by Brinch Hansen. Discuss
each of the factors proposed by the researcher:
i) Shape
ii) Foundation depth
iii) Inclination of the load

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The following data as shown in the table was obtained from a plate load test carried out on a 600 mm square test plate at a depth of 3 m below the ground surface on a sandy soil. Water table is located at a large depth. What is the settlement of foundation of size 3.0 m x 3.0 m carrying a load of 150 t and placed at 3 m depth? [Round off to two decimal places]. Load intensity (t/m²) 5 10 15 20 25 30 35 40 Settlement of plate (mm) 2|4 7.5 11 16.3 23.5 35 46
Please help. Homework
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Solve the problem
A plate load test is carried out on a 45 cm square plate at a depth of 3 m below ground surface on a sandy soil which extends up to large depth. Load settlement values are noted during the test and is shown in the table below: Load Intensity Settlement (mm) (t/m²) 10 20 30 40 50 60 70 3 5 7 9 15 22 35 If the square foundation (4 mx 4 m) is placed at same depth as of plate and carries a load of 240 tonne, then the total settlement of foundation will be mm.
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Please solve part 2 and Part 3 only