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The total horizontal and vertical stresses at a point X in a saturated sandy medium are 170 kPa and 300 kPa, respectively. The static pore-water pressure is 30 kPa. At failure, the excess porewater pressure is measured to be 94.50 kPa, and the shear stresses on the vertical and horizontalplanes passing through the point X are zero. Effective cohesion is 0 kPa and effective angle of internal friction is 36o. The shear strength (in kPa, up to two decimal places) at point X is __________.Correct answer is '(52.52)'. 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 The total horizontal and vertical stresses at a point X in a saturated sandy medium are 170 kPa and 300 kPa, respectively. The static pore-water pressure is 30 kPa. At failure, the excess porewater pressure is measured to be 94.50 kPa, and the shear stresses on the vertical and horizontalplanes passing through the point X are zero. Effective cohesion is 0 kPa and effective angle of internal friction is 36o. The shear strength (in kPa, up to two decimal places) at point X is __________.Correct answer is '(52.52)'. 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 The total horizontal and vertical stresses at a point X in a saturated sandy medium are 170 kPa and 300 kPa, respectively. The static pore-water pressure is 30 kPa. At failure, the excess porewater pressure is measured to be 94.50 kPa, and the shear stresses on the vertical and horizontalplanes passing through the point X are zero. Effective cohesion is 0 kPa and effective angle of internal friction is 36o. The shear strength (in kPa, up to two decimal places) at point X is __________.Correct answer is '(52.52)'. Can you explain this answer?.

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Here you can find the meaning of The total horizontal and vertical stresses at a point X in a saturated sandy medium are 170 kPa and 300 kPa, respectively. The static pore-water pressure is 30 kPa. At failure, the excess porewater pressure is measured to be 94.50 kPa, and the shear stresses on the vertical and horizontalplanes passing through the point X are zero. Effective cohesion is 0 kPa and effective angle of internal friction is 36o. The shear strength (in kPa, up to two decimal places) at point X is __________.Correct answer is '(52.52)'. Can you explain this answer? defined & explained in the simplest way possible. Besides giving the explanation of The total horizontal and vertical stresses at a point X in a saturated sandy medium are 170 kPa and 300 kPa, respectively. The static pore-water pressure is 30 kPa. At failure, the excess porewater pressure is measured to be 94.50 kPa, and the shear stresses on the vertical and horizontalplanes passing through the point X are zero. Effective cohesion is 0 kPa and effective angle of internal friction is 36o. The shear strength (in kPa, up to two decimal places) at point X is __________.Correct answer is '(52.52)'. Can you explain this answer?, a detailed solution for The total horizontal and vertical stresses at a point X in a saturated sandy medium are 170 kPa and 300 kPa, respectively. The static pore-water pressure is 30 kPa. At failure, the excess porewater pressure is measured to be 94.50 kPa, and the shear stresses on the vertical and horizontalplanes passing through the point X are zero. Effective cohesion is 0 kPa and effective angle of internal friction is 36o. The shear strength (in kPa, up to two decimal places) at point X is __________.Correct answer is '(52.52)'. Can you explain this answer? has been provided alongside types of The total horizontal and vertical stresses at a point X in a saturated sandy medium are 170 kPa and 300 kPa, respectively. The static pore-water pressure is 30 kPa. At failure, the excess porewater pressure is measured to be 94.50 kPa, and the shear stresses on the vertical and horizontalplanes passing through the point X are zero. Effective cohesion is 0 kPa and effective angle of internal friction is 36o. The shear strength (in kPa, up to two decimal places) at point X is __________.Correct answer is '(52.52)'. Can you explain this answer? theory, EduRev gives you an ample number of questions to practice The total horizontal and vertical stresses at a point X in a saturated sandy medium are 170 kPa and 300 kPa, respectively. The static pore-water pressure is 30 kPa. At failure, the excess porewater pressure is measured to be 94.50 kPa, and the shear stresses on the vertical and horizontalplanes passing through the point X are zero. Effective cohesion is 0 kPa and effective angle of internal friction is 36o. The shear strength (in kPa, up to two decimal places) at point X is __________.Correct answer is '(52.52)'. Can you explain this answer? tests, examples and also practice Civil Engineering (CE) tests.