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3. Consider a 3 m high (H) retaining wall with a vertical back (0 = 0") and a horizontal 10 granular backfill. Given: X = 15.7 kN/m³, 8=15, and 6 = 30. Approximately, the passive force, P, using Coulomb method 49nimat90.maa.0= 8' (deg) (deg) 10 15 20 25 2.464 2.830 3.286 3.855 4.597 30 3.000 3.506 4.143 4.977 6.105 35 3.690 4.390 5.310 6.854 8.324

3. Consider a 3 m high (H) retaining wall with a vertical back (0 = 0") and a horizontal 10 granular backfill. Given: X = 15.7 kN/m³, 8=15, and 6 = 30. Approximately, the passive force, P, using Coulomb method 49nimat90.maa.0= 8' (deg) (deg) 10 15 20 25 2.464 2.830 3.286 3.855 4.597 30 3.000 3.506 4.143 4.977 6.105 35 3.690 4.390 5.310 6.854 8.324

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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3. Consider a 3 m high (H) retaining wall with a vertical back (0 = 0") and a horizontal 10 granular backfill. Given: X = 15.7 kN/m³, 8=15, and 6 = 30. Approximately, the passive force, P, using Coulomb method 49nimat90.maa.0= 8' (deg) (deg) 10 15 20 25 2.464 2.830 3.286 3.855 4.597 30 3.000 3.506 4.143 4.977 6.105 35 3.690 4.390 5.310 6.854 8.324
Transcribed Image Text:3. Consider a 3 m high (H) retaining wall with a vertical back (0 = 0") and a horizontal 10 granular backfill. Given: X = 15.7 kN/m³, 8=15, and 6 = 30. Approximately, the passive force, P, using Coulomb method 49nimat90.maa.0= 8' (deg) (deg) 10 15 20 25 2.464 2.830 3.286 3.855 4.597 30 3.000 3.506 4.143 4.977 6.105 35 3.690 4.390 5.310 6.854 8.324
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