Boring at a foundation side shows 6 m of fine sand having a unit weight of 17.8 kN/m3 over 6 m thick clay layer which has unit weight of 16.25 kN/m³. The clay layer lies over dense sand. The boring was continued up to 18 m below ground level. Water table was found at a depth of 5.0 m below round level. Consolidation test gave the following relation between void ratio and pressure: e = 1.45 - 0.5 logP(base 10) The foundation of a building is to be placed at 3 m below ground level due to which the pressure increment at top and bottom layers of the clay layer will be 80 kN/m? and 14.50 kN/m2 respectively. Estimate the amount of settlement expected due to the construction of the building. The pressure release due to excavation for foundation may be taken as 24.0 kN/m² and 12.0 kN/m? respectively at top and bottom layers of the clay layer. Fine sand y = 17.8 kN/m 3 5 m 6 m W.T. Clay X- 6 m- Y= 16.25 kN/m³ 6 m Dense sand
Boring at a foundation side shows 6 m of fine sand having a unit weight of 17.8 kN/m3 over 6 m thick clay layer which has unit weight of 16.25 kN/m³. The clay layer lies over dense sand. The boring was continued up to 18 m below ground level. Water table was found at a depth of 5.0 m below round level. Consolidation test gave the following relation between void ratio and pressure: e = 1.45 - 0.5 logP(base 10) The foundation of a building is to be placed at 3 m below ground level due to which the pressure increment at top and bottom layers of the clay layer will be 80 kN/m? and 14.50 kN/m2 respectively. Estimate the amount of settlement expected due to the construction of the building. The pressure release due to excavation for foundation may be taken as 24.0 kN/m² and 12.0 kN/m? respectively at top and bottom layers of the clay layer. Fine sand y = 17.8 kN/m 3 5 m 6 m W.T. Clay X- 6 m- Y= 16.25 kN/m³ 6 m Dense sand
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Boring at a foundation side shows 6 m of fine sand having a unit
weight of 17.8 kN/m³ over 6 m thick clay layer which has unit
weight of 16.25 kN/m³. The clay layer lies over dense sand. The
boring was continued up to 18 m below ground level. Water
table was found at a depth of 5.0 m below round level.
Consolidation test gave the following relation between void ratio
and pressure:
e = 1.45 - 0.5 logP(base 10)
The foundation of a building is to be placed at 3 m below ground
level due to which the pressure increment at top and bottom
layers of the clay layer will be 80 kN/m? and 14.50 kN/m2
respectively. Estimate the amount of settlement expected due
to the construction of the building. The pressure release due to
excavation for foundation may be taken as 24.0 kN/m² and 12.0
kN/m? respectively at top and bottom layers of the clay layer.
Fine sand
y = 17.8 kN/m
3
5 m
6 m
W.T.
m
Clay
6 m-
Y= 16.25 kN/m³
6 m
Dense sand](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F34ecf246-7886-467a-9f27-aad90f33a0c7%2F8afb4ee0-3686-44a6-95ae-14de5acab4be%2Fnai2yoo_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Boring at a foundation side shows 6 m of fine sand having a unit
weight of 17.8 kN/m³ over 6 m thick clay layer which has unit
weight of 16.25 kN/m³. The clay layer lies over dense sand. The
boring was continued up to 18 m below ground level. Water
table was found at a depth of 5.0 m below round level.
Consolidation test gave the following relation between void ratio
and pressure:
e = 1.45 - 0.5 logP(base 10)
The foundation of a building is to be placed at 3 m below ground
level due to which the pressure increment at top and bottom
layers of the clay layer will be 80 kN/m? and 14.50 kN/m2
respectively. Estimate the amount of settlement expected due
to the construction of the building. The pressure release due to
excavation for foundation may be taken as 24.0 kN/m² and 12.0
kN/m? respectively at top and bottom layers of the clay layer.
Fine sand
y = 17.8 kN/m
3
5 m
6 m
W.T.
m
Clay
6 m-
Y= 16.25 kN/m³
6 m
Dense sand
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