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0.00 m -10.00 m -18.00 m Ysat 17.0 kN/m³ = Ysat 18.0 kN/m³ = 6.00 m Cu-50 kPa, c'=5 kPa and '= 25° Cr/(1+eo)= 0.02; Ce/(1+eo) = 0.2 PI=24%, N1,60 = 6 Es= 10000 kPa V, 165 m/s c'=0 kPa and '= 30° -No.200-5% (FC-5%) N1,60 18 Es= 30000 kPa Vs = 280 m/s Ysat 21.0 kN/m³ = qu=4 MPa V₁ = 845 m/s SOFT CLAY SILTY SAND WEATHERED ANDESITE

0.00 m -10.00 m -18.00 m Ysat 17.0 kN/m³ = Ysat 18.0 kN/m³ = 6.00 m Cu-50 kPa, c'=5 kPa and '= 25° Cr/(1+eo)= 0.02; Ce/(1+eo) = 0.2 PI=24%, N1,60 = 6 Es= 10000 kPa V, 165 m/s c'=0 kPa and '= 30° -No.200-5% (FC-5%) N1,60 18 Es= 30000 kPa Vs = 280 m/s Ysat 21.0 kN/m³ = qu=4 MPa V₁ = 845 m/s SOFT CLAY SILTY SAND WEATHERED ANDESITE

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the short- and long-term allowable bearing capacity of soil under the retaining wall.(ɣ concrete = 24 kN/m3 )
+6.00 m 0.00 m -10.00 m -18.00 m GWT 6.00 m Ysat 17.0 kN/m³ = 0.50 m Ysat 18.0 kN/m³ = N1,60 18 = V₁ = 280 m/s c'=0 kPa and = 30° -No.200-5% (FC-5%) = Cu=50 kPa, c'=5 kPa and '= 25° Cr/(1+eo) = 0.02; Ce/(1+eo) = 0.2 PI=24%, N1,60 = 6 Es= 10000 kPa V, 165 m/s Ysat 21.0 kN/m³ BACKFILL Yn 20.0 kN/m³ c'=0 kPa and '= 38° qu = 4 MPa Vs = 845 m/s 6.00 m Es= 30000 kPa 0.50 m GWT V SOFT CLAY SILTY SAND WEATHERED ANDESITE
Transcribed Image Text:+6.00 m 0.00 m -10.00 m -18.00 m GWT 6.00 m Ysat 17.0 kN/m³ = 0.50 m Ysat 18.0 kN/m³ = N1,60 18 = V₁ = 280 m/s c'=0 kPa and = 30° -No.200-5% (FC-5%) = Cu=50 kPa, c'=5 kPa and '= 25° Cr/(1+eo) = 0.02; Ce/(1+eo) = 0.2 PI=24%, N1,60 = 6 Es= 10000 kPa V, 165 m/s Ysat 21.0 kN/m³ BACKFILL Yn 20.0 kN/m³ c'=0 kPa and '= 38° qu = 4 MPa Vs = 845 m/s 6.00 m Es= 30000 kPa 0.50 m GWT V SOFT CLAY SILTY SAND WEATHERED ANDESITE
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