Ex.1 A 3m×3m square footing is shown in the figure below, if the net load on the foundation is 2000 kN. A. Use strain influence factor method to calculate elastic settlement of the footing after 6 years of construction. Given to you values of tip resistance from cone penetration test: 2000 kN Depth (m) from the ground surface 9c(kN/m²) 8000 0-2 Y =17 kN/m3 2-4 10000 2m 4-6 9000 3m 6-8 8500

Ex.1 A 3m×3m square footing is shown in the figure below, if the net load on the foundation is 2000 kN. A. Use strain influence factor method to calculate elastic settlement of the footing after 6 years of construction. Given to you values of tip resistance from cone penetration test: 2000 kN Depth (m) from the ground surface 9c(kN/m²) 8000 0-2 Y =17 kN/m3 2-4 10000 2m 4-6 9000 3m 6-8 8500

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Ex.1
A 3m×3m square footing is shown in the figure below, if the net load on the
foundation is 2000 kN.
A. Use strain influence factor method to calculate elastic settlement of the
footing after 6 years of construction. Given to you values of tip resistance
from cone penetration test:
2000 kN
Depth (m) from
the ground surface 9c(kN/m²)
0-2
8000
Y =17 kN/m3
2-4
10000
2m
4-6
9000
3m
6-8
8500

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