T18 Properties of soil and concrete %3D 4m = 30° Cohesion =0 Coefficient of base friction = 0. 50 Soil's ultomiate bearing copacity= 125 kN/m* 2m %3D use Rankine's theovy considering no evosion and future excavation would happen in the Spil
T18 Properties of soil and concrete %3D 4m = 30° Cohesion =0 Coefficient of base friction = 0. 50 Soil's ultomiate bearing copacity= 125 kN/m* 2m %3D use Rankine's theovy considering no evosion and future excavation would happen in the Spil
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Properties of soil and concrete
4m
O = 30°
Cohesion =0
Coefficient of base friction = 0. 50
Soil's ultimiate bearing capacity= 425 kNm
deoncrete = 23.6 kN /m?
Use Ronkine's theory considering no evoson
and future excavation would happen in the
Soil.
%3D
12 D.
%3D
a) Determine the location of the active force from the base.
b) Determine the total noirmal force reaction of soil at the boser
c) Determine FS SLIDING .
d) Determine FSauturning o
e) Determine FSpering.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd55c3fec-9706-4225-a928-fb2122873931%2F782bbd68-8a66-4a88-ba81-54824e5fe197%2F4hc19xv_processed.png&w=3840&q=75)
Transcribed Image Text:Properties of soil and concrete
4m
O = 30°
Cohesion =0
Coefficient of base friction = 0. 50
Soil's ultimiate bearing capacity= 425 kNm
deoncrete = 23.6 kN /m?
Use Ronkine's theory considering no evoson
and future excavation would happen in the
Soil.
%3D
12 D.
%3D
a) Determine the location of the active force from the base.
b) Determine the total noirmal force reaction of soil at the boser
c) Determine FS SLIDING .
d) Determine FSauturning o
e) Determine FSpering.
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