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A retaining wall with a vertical back of height 7.32 m supports a cohesionless soil of unit weight 17.3 kN/m3 and an angle of shearing resistance= 300. Given the surface of the soil is horizontal.Q.The coefficient of active earth pressure, using Rankine theory, will bea)1 / 2b)4 / 5c)2 / 3d)1 / 3Correct answer is option 'D'. Can you explain this answer? for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Question and answers have been prepared according to the Civil Engineering (CE) exam syllabus. Information about A retaining wall with a vertical back of height 7.32 m supports a cohesionless soil of unit weight 17.3 kN/m3 and an angle of shearing resistance= 300. Given the surface of the soil is horizontal.Q.The coefficient of active earth pressure, using Rankine theory, will bea)1 / 2b)4 / 5c)2 / 3d)1 / 3Correct answer is option 'D'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A retaining wall with a vertical back of height 7.32 m supports a cohesionless soil of unit weight 17.3 kN/m3 and an angle of shearing resistance= 300. Given the surface of the soil is horizontal.Q.The coefficient of active earth pressure, using Rankine theory, will bea)1 / 2b)4 / 5c)2 / 3d)1 / 3Correct answer is option 'D'. Can you explain this answer?.

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