A 4m high vertical wall supports a saturated cohesive soil p =0 with horizontal surface. The top 2.5m of the backfill has bulk density of 17.6 kN/m³ and apparent cohesion of 15 kN/m² The bulk density and apparent cohesion of the bottom 1.5 m is 19.2 kN/m3 and 20 kN/m² respectively. If tension cracks develop, what would be the total active pressure on the wall? Also draw the pressure distribution diagram
A 4m high vertical wall supports a saturated cohesive soil p =0 with horizontal surface. The top 2.5m of the backfill has bulk density of 17.6 kN/m³ and apparent cohesion of 15 kN/m² The bulk density and apparent cohesion of the bottom 1.5 m is 19.2 kN/m3 and 20 kN/m² respectively. If tension cracks develop, what would be the total active pressure on the wall? Also draw the pressure distribution diagram
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter15: Braced Cuts
Section: Chapter Questions
Problem 15.6P
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A 4m high vertical wall supports a saturated
cohesive soil = 0 with
horizontal surface. The top 2.5m of the
backfill has bulk density of 17.6
kN/m³ and apparent cohesion of 15 kN/m²
The bulk density and apparent cohesion of
the bottom 1.5 m is 19.2 kN/m3 and 20
kN/m² respectively. If tension cracks
develop, what would be the total active
pressure on the wall? Also draw the
pressure distribution diagram
=
...ll ...l C74
CHAT √x MATH S
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KB/S
A 4m high vertical wall supports a saturated
cohesive soil = 0 with
horizontal surface. The top 2.5m of the
backfill has bulk density of 17.6
kN/m³ and apparent cohesion of 15 kN/m²
The bulk density and apparent cohesion of
the bottom 1.5 m is 19.2 kN/m3 and 20
kN/m² respectively. If tension cracks
develop, what would be the total active
pressure on the wall? Also draw the
pressure distribution diagram
=
...ll ...l C74
CHAT √x MATH S
|||
Want to see the full answer?
Check out a sample Q&A here
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SEE SOLUTION
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