Foundation engineering please help mesolution this homworke and like problem Problem (5.3): (Total immediate settlement)Determine the total immediate settlement of the rectangular footing shown in figurebelow after 2 months.1200 kNG.S.1.0m3m x 4m9 = 8000KN/m²,.y = 20KN/m³2.0mClay0.5B =1.5m0.6I:cavg) 3.0mSandE= 20000KN/m²4.5m0.133Rock2B 6m2В - 0.6 1Home work: Redo problem (5.3) but with sand instead of clay as shown in the figure below.(Ans.: Si(Total) = 5.75 mm).1200 kNG.S.1.0m3m x 4m9c = 8000 .kN / m²,..y = 20.kN / m³2.0msandE= 20000. KN/m²3.0mclayRock

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Problem (5.3): (Total immediate settlement) Determine the total immediate settlement of the rectangular footing shown in figure below after 2 months. 1200 KN G.S. 1.0m 3m x 4m 9 = 8000KN/m²,.-y = 20KN/m³ 0.5B1.Sm 2.0m Clay 0.6 I:(avz) 3.0m Sand E= 20000KN/m² 4.5m 0.133 Rock 2Bi 6m 2B – 0.6 Iz

Problem (5.3): (Total immediate settlement) Determine the total immediate settlement of the rectangular footing shown in figure below after 2 months. 1200 KN G.S. 1.0m 3m x 4m 9 = 8000KN/m²,.-y = 20KN/m³ 0.5B1.Sm 2.0m Clay 0.6 I:(avz) 3.0m Sand E= 20000KN/m² 4.5m 0.133 Rock 2Bi 6m 2B – 0.6 Iz

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter16: Soil Bearing Capacity For Shallow Foundations

Section: Chapter Questions

Problem 16.17P

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solution this homworke and like problem

Problem (5.3): (Total immediate settlement)
Determine the total immediate settlement of the rectangular footing shown in figure
below after 2 months.
1200 kN
G.S.
1.0m
3m x 4m
9 = 8000KN/m²,.y = 20KN/m³
2.0m
Clay
0.5B =1.5m
0.6
I:cavg) 3.0m
Sand
E= 20000KN/m²
4.5m
0.133
Rock
2B 6m
2В - 0.6 1
Home work: Redo problem (5.3) but with sand instead of clay as shown in the figure below.
(Ans.: Si(Total) = 5.75 mm).
1200 kN
G.S.
1.0m
3m x 4m
9c = 8000 .kN / m²,..y = 20.kN / m³
2.0m
sand
E= 20000. KN/m²
3.0m
clay
Rock

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