It is planned to construct a rectangular foundation with base dimensions of 8 * 14 m (B* L) on the construction site with the ground profile as in the figure. Accordingly, if the YASS descends 9 m, what would be the change in the final bearing capacity of the ground? Note: Make your calculation using the Terzaghi bearing capacity formula as the safety factor of 3 0m c=18 kPa, -18° Y=20 kN/m³ 1.5 m SM Y=21,8 kN/m³ e=0.67 2.7 m GW c=8 kPa, -23° e=0.23 Y-22 kN/m³ Y=23.2 kN/m³
It is planned to construct a rectangular foundation with base dimensions of 8 * 14 m (B* L) on the construction site with the ground profile as in the figure. Accordingly, if the YASS descends 9 m, what would be the change in the final bearing capacity of the ground? Note: Make your calculation using the Terzaghi bearing capacity formula as the safety factor of 3 0m c=18 kPa, -18° Y=20 kN/m³ 1.5 m SM Y=21,8 kN/m³ e=0.67 2.7 m GW c=8 kPa, -23° e=0.23 Y-22 kN/m³ Y=23.2 kN/m³
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:It is planned to construct a rectangular
foundation with base dimensions of 8 * 14
m (B* L) on the construction site with the
ground profile as in the figure. Accordingly,
if the YASS descends 9 m, what would be
the change in the final bearing capacity of
the ground? Note: Make your calculation
using the Terzaghi bearing capacity formula
as the safety factor of 3
0m
c=18 kPa, -18°
Y=20 kN/m³
Y-21,8 kN/m³
1.5 m SM
H
e=0.67
2.7 m
GW
12 m
c=8 kPa, -23°
e=0.23
Yo=22 kN/m³
Y-23,2 kN/m³
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