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Calculate the pavement thickness(in cm) of base course by triaxial test method using the following data:Wheel load = 4100 kgRadius of contact area = 15 cmTraffic Co-efficient, X = 1.5Rainfall Co-efficient, Y = 0.9Design deflection,Δ = 0.25 cmE - Value of sub-grade soil, Es = 100 kg/cm2E - Value of base course material, Eb = 400 kg/cm2Correct answer is '65.9'. 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 Calculate the pavement thickness(in cm) of base course by triaxial test method using the following data:Wheel load = 4100 kgRadius of contact area = 15 cmTraffic Co-efficient, X = 1.5Rainfall Co-efficient, Y = 0.9Design deflection,Δ = 0.25 cmE - Value of sub-grade soil, Es = 100 kg/cm2E - Value of base course material, Eb = 400 kg/cm2Correct answer is '65.9'. 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 Calculate the pavement thickness(in cm) of base course by triaxial test method using the following data:Wheel load = 4100 kgRadius of contact area = 15 cmTraffic Co-efficient, X = 1.5Rainfall Co-efficient, Y = 0.9Design deflection,Δ = 0.25 cmE - Value of sub-grade soil, Es = 100 kg/cm2E - Value of base course material, Eb = 400 kg/cm2Correct answer is '65.9'. Can you explain this answer?.

Solutions for Calculate the pavement thickness(in cm) of base course by triaxial test method using the following data:Wheel load = 4100 kgRadius of contact area = 15 cmTraffic Co-efficient, X = 1.5Rainfall Co-efficient, Y = 0.9Design deflection,Δ = 0.25 cmE - Value of sub-grade soil, Es = 100 kg/cm2E - Value of base course material, Eb = 400 kg/cm2Correct answer is '65.9'. 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 Calculate the pavement thickness(in cm) of base course by triaxial test method using the following data:Wheel load = 4100 kgRadius of contact area = 15 cmTraffic Co-efficient, X = 1.5Rainfall Co-efficient, Y = 0.9Design deflection,Δ = 0.25 cmE - Value of sub-grade soil, Es = 100 kg/cm2E - Value of base course material, Eb = 400 kg/cm2Correct answer is '65.9'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of Calculate the pavement thickness(in cm) of base course by triaxial test method using the following data:Wheel load = 4100 kgRadius of contact area = 15 cmTraffic Co-efficient, X = 1.5Rainfall Co-efficient, Y = 0.9Design deflection,Δ = 0.25 cmE - Value of sub-grade soil, Es = 100 kg/cm2E - Value of base course material, Eb = 400 kg/cm2Correct answer is '65.9'. Can you explain this answer?, a detailed solution for Calculate the pavement thickness(in cm) of base course by triaxial test method using the following data:Wheel load = 4100 kgRadius of contact area = 15 cmTraffic Co-efficient, X = 1.5Rainfall Co-efficient, Y = 0.9Design deflection,Δ = 0.25 cmE - Value of sub-grade soil, Es = 100 kg/cm2E - Value of base course material, Eb = 400 kg/cm2Correct answer is '65.9'. Can you explain this answer? has been provided alongside types of Calculate the pavement thickness(in cm) of base course by triaxial test method using the following data:Wheel load = 4100 kgRadius of contact area = 15 cmTraffic Co-efficient, X = 1.5Rainfall Co-efficient, Y = 0.9Design deflection,Δ = 0.25 cmE - Value of sub-grade soil, Es = 100 kg/cm2E - Value of base course material, Eb = 400 kg/cm2Correct answer is '65.9'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice Calculate the pavement thickness(in cm) of base course by triaxial test method using the following data:Wheel load = 4100 kgRadius of contact area = 15 cmTraffic Co-efficient, X = 1.5Rainfall Co-efficient, Y = 0.9Design deflection,Δ = 0.25 cmE - Value of sub-grade soil, Es = 100 kg/cm2E - Value of base course material, Eb = 400 kg/cm2Correct answer is '65.9'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.