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A 5m high vertical earth retaining wall having smooth vertical back retains non-cohesive soil with angle of internal friction 35° and unit weight γ = 18 kN/m3. If the wall is free to field and the water table is at a depth of 2m below the top of the wall, then the total horizontal active thrust (kN) per unit length acting on the wall will beTake γsat= 20 kN/m3, γω= 10kN/m3.a)96.221 kN/mb)86.46 kN/mc)108.416 kN/md)120 kN/mCorrect answer is option 'A'. Can you explain this answer? for Civil Engineering (CE) 2025 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 5m high vertical earth retaining wall having smooth vertical back retains non-cohesive soil with angle of internal friction 35° and unit weight γ = 18 kN/m3. If the wall is free to field and the water table is at a depth of 2m below the top of the wall, then the total horizontal active thrust (kN) per unit length acting on the wall will beTake γsat= 20 kN/m3, γω= 10kN/m3.a)96.221 kN/mb)86.46 kN/mc)108.416 kN/md)120 kN/mCorrect answer is option 'A'. Can you explain this answer? covers all topics & solutions for Civil Engineering (CE) 2025 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for A 5m high vertical earth retaining wall having smooth vertical back retains non-cohesive soil with angle of internal friction 35° and unit weight γ = 18 kN/m3. If the wall is free to field and the water table is at a depth of 2m below the top of the wall, then the total horizontal active thrust (kN) per unit length acting on the wall will beTake γsat= 20 kN/m3, γω= 10kN/m3.a)96.221 kN/mb)86.46 kN/mc)108.416 kN/md)120 kN/mCorrect answer is option 'A'. Can you explain this answer?.

Solutions for A 5m high vertical earth retaining wall having smooth vertical back retains non-cohesive soil with angle of internal friction 35° and unit weight γ = 18 kN/m3. If the wall is free to field and the water table is at a depth of 2m below the top of the wall, then the total horizontal active thrust (kN) per unit length acting on the wall will beTake γsat= 20 kN/m3, γω= 10kN/m3.a)96.221 kN/mb)86.46 kN/mc)108.416 kN/md)120 kN/mCorrect answer is option 'A'. Can you explain this answer? in English & in Hindi are available as part of our courses for Civil Engineering (CE). Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free.

Here you can find the meaning of A 5m high vertical earth retaining wall having smooth vertical back retains non-cohesive soil with angle of internal friction 35° and unit weight γ = 18 kN/m3. If the wall is free to field and the water table is at a depth of 2m below the top of the wall, then the total horizontal active thrust (kN) per unit length acting on the wall will beTake γsat= 20 kN/m3, γω= 10kN/m3.a)96.221 kN/mb)86.46 kN/mc)108.416 kN/md)120 kN/mCorrect answer is option 'A'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of A 5m high vertical earth retaining wall having smooth vertical back retains non-cohesive soil with angle of internal friction 35° and unit weight γ = 18 kN/m3. If the wall is free to field and the water table is at a depth of 2m below the top of the wall, then the total horizontal active thrust (kN) per unit length acting on the wall will beTake γsat= 20 kN/m3, γω= 10kN/m3.a)96.221 kN/mb)86.46 kN/mc)108.416 kN/md)120 kN/mCorrect answer is option 'A'. Can you explain this answer?, a detailed solution for A 5m high vertical earth retaining wall having smooth vertical back retains non-cohesive soil with angle of internal friction 35° and unit weight γ = 18 kN/m3. If the wall is free to field and the water table is at a depth of 2m below the top of the wall, then the total horizontal active thrust (kN) per unit length acting on the wall will beTake γsat= 20 kN/m3, γω= 10kN/m3.a)96.221 kN/mb)86.46 kN/mc)108.416 kN/md)120 kN/mCorrect answer is option 'A'. Can you explain this answer? has been provided alongside types of A 5m high vertical earth retaining wall having smooth vertical back retains non-cohesive soil with angle of internal friction 35° and unit weight γ = 18 kN/m3. If the wall is free to field and the water table is at a depth of 2m below the top of the wall, then the total horizontal active thrust (kN) per unit length acting on the wall will beTake γsat= 20 kN/m3, γω= 10kN/m3.a)96.221 kN/mb)86.46 kN/mc)108.416 kN/md)120 kN/mCorrect answer is option 'A'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice A 5m high vertical earth retaining wall having smooth vertical back retains non-cohesive soil with angle of internal friction 35° and unit weight γ = 18 kN/m3. If the wall is free to field and the water table is at a depth of 2m below the top of the wall, then the total horizontal active thrust (kN) per unit length acting on the wall will beTake γsat= 20 kN/m3, γω= 10kN/m3.a)96.221 kN/mb)86.46 kN/mc)108.416 kN/md)120 kN/mCorrect answer is option 'A'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.