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It is proposed to drive H-piles up to a depth of 7 m at a construction site. The average surface area of the H-pile is 3 m2 per meter length. The soil at the site is homogeneous sand, having an effective friction angle of 32°. The ground water table (GWT) is at a depth of 2 m below the ground surface. The unit weights of the soil above and below the GWT are 16 kN/m3 and 19 kN/m3, respectively. Assume the earth pressure coefficient, K= 1.0, and the angle of wall friction, = 23°. The total axial frictional resistance (in kN, up to one decimal place) mobilized on the pile against the driving is________Correct answer is '390.7'. Can you explain this answer? for GATE 2024 is part of GATE preparation. The Question and answers have been prepared according to the GATE exam syllabus. Information about It is proposed to drive H-piles up to a depth of 7 m at a construction site. The average surface area of the H-pile is 3 m2 per meter length. The soil at the site is homogeneous sand, having an effective friction angle of 32°. The ground water table (GWT) is at a depth of 2 m below the ground surface. The unit weights of the soil above and below the GWT are 16 kN/m3 and 19 kN/m3, respectively. Assume the earth pressure coefficient, K= 1.0, and the angle of wall friction, = 23°. The total axial frictional resistance (in kN, up to one decimal place) mobilized on the pile against the driving is________Correct answer is '390.7'. Can you explain this answer? covers all topics & solutions for GATE 2024 Exam. Find important definitions, questions, meanings, examples, exercises and tests below for It is proposed to drive H-piles up to a depth of 7 m at a construction site. The average surface area of the H-pile is 3 m2 per meter length. The soil at the site is homogeneous sand, having an effective friction angle of 32°. The ground water table (GWT) is at a depth of 2 m below the ground surface. The unit weights of the soil above and below the GWT are 16 kN/m3 and 19 kN/m3, respectively. Assume the earth pressure coefficient, K= 1.0, and the angle of wall friction, = 23°. The total axial frictional resistance (in kN, up to one decimal place) mobilized on the pile against the driving is________Correct answer is '390.7'. Can you explain this answer?.

Solutions for It is proposed to drive H-piles up to a depth of 7 m at a construction site. The average surface area of the H-pile is 3 m2 per meter length. The soil at the site is homogeneous sand, having an effective friction angle of 32°. The ground water table (GWT) is at a depth of 2 m below the ground surface. The unit weights of the soil above and below the GWT are 16 kN/m3 and 19 kN/m3, respectively. Assume the earth pressure coefficient, K= 1.0, and the angle of wall friction, = 23°. The total axial frictional resistance (in kN, up to one decimal place) mobilized on the pile against the driving is________Correct answer is '390.7'. Can you explain this answer? in English & in Hindi are available as part of our courses for GATE. Download more important topics, notes, lectures and mock test series for GATE Exam by signing up for free.

Here you can find the meaning of It is proposed to drive H-piles up to a depth of 7 m at a construction site. The average surface area of the H-pile is 3 m2 per meter length. The soil at the site is homogeneous sand, having an effective friction angle of 32°. The ground water table (GWT) is at a depth of 2 m below the ground surface. The unit weights of the soil above and below the GWT are 16 kN/m3 and 19 kN/m3, respectively. Assume the earth pressure coefficient, K= 1.0, and the angle of wall friction, = 23°. The total axial frictional resistance (in kN, up to one decimal place) mobilized on the pile against the driving is________Correct answer is '390.7'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of It is proposed to drive H-piles up to a depth of 7 m at a construction site. The average surface area of the H-pile is 3 m2 per meter length. The soil at the site is homogeneous sand, having an effective friction angle of 32°. The ground water table (GWT) is at a depth of 2 m below the ground surface. The unit weights of the soil above and below the GWT are 16 kN/m3 and 19 kN/m3, respectively. Assume the earth pressure coefficient, K= 1.0, and the angle of wall friction, = 23°. The total axial frictional resistance (in kN, up to one decimal place) mobilized on the pile against the driving is________Correct answer is '390.7'. Can you explain this answer?, a detailed solution for It is proposed to drive H-piles up to a depth of 7 m at a construction site. The average surface area of the H-pile is 3 m2 per meter length. The soil at the site is homogeneous sand, having an effective friction angle of 32°. The ground water table (GWT) is at a depth of 2 m below the ground surface. The unit weights of the soil above and below the GWT are 16 kN/m3 and 19 kN/m3, respectively. Assume the earth pressure coefficient, K= 1.0, and the angle of wall friction, = 23°. The total axial frictional resistance (in kN, up to one decimal place) mobilized on the pile against the driving is________Correct answer is '390.7'. Can you explain this answer? has been provided alongside types of It is proposed to drive H-piles up to a depth of 7 m at a construction site. The average surface area of the H-pile is 3 m2 per meter length. The soil at the site is homogeneous sand, having an effective friction angle of 32°. The ground water table (GWT) is at a depth of 2 m below the ground surface. The unit weights of the soil above and below the GWT are 16 kN/m3 and 19 kN/m3, respectively. Assume the earth pressure coefficient, K= 1.0, and the angle of wall friction, = 23°. The total axial frictional resistance (in kN, up to one decimal place) mobilized on the pile against the driving is________Correct answer is '390.7'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice It is proposed to drive H-piles up to a depth of 7 m at a construction site. The average surface area of the H-pile is 3 m2 per meter length. The soil at the site is homogeneous sand, having an effective friction angle of 32°. The ground water table (GWT) is at a depth of 2 m below the ground surface. The unit weights of the soil above and below the GWT are 16 kN/m3 and 19 kN/m3, respectively. Assume the earth pressure coefficient, K= 1.0, and the angle of wall friction, = 23°. The total axial frictional resistance (in kN, up to one decimal place) mobilized on the pile against the driving is________Correct answer is '390.7'. Can you explain this answer? tests, examples and also practice GATE tests.