QUESTION #1) * POSSIBLY 15-25 pts. * Discuss WHY SHEAR STRESS ON THE FAILURE PLANE Foie A SOIL IS OFTEN LESS THAN THE MA

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QUESTION #1) * POSSIBLY 15-25 pts. * Discuss WHY SHEAR STRESS ON THE FAILURE PLANE Foie A SOIL IS OFTEN LESS THAN THE MA

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Question 1 Possibly 15 25 Pts Discuss Why Shear Stress On The Failure Plane Foie A Soil Is Often Less Than The Ma 1
Question 1 Possibly 15 25 Pts Discuss Why Shear Stress On The Failure Plane Foie A Soil Is Often Less Than The Ma 1 (97.63 KiB) Viewed 39 times
QUESTION #1) * POSSIBLY 15-25 pts. * Discuss WHY SHEAR STRESS ON THE FAILURE PLANE Foie A SOIL IS OFTEN LESS THAN THE MAXIMUM SMEAR STRESS IN THE SOIL. (QUESTION #2) * POSSIBLY 15-25 pts * A COLLEAGUE IS RECOMMENDING LAB TECHNICIANS TO CONDUCT CONSOLIDATED DRAIPED (CD) TRIAXIAL TESTS FOR A PROJECT ON WHICH THE TWO OF YOU ARE Woeking. THE REASON GIVEN IS THAT THE DESIGN LIFE OF THE Prasect is supposed TO BE 25 YEARS, SO DRAWED CONDITIONS nee MOST APPROPRIATE. IF YOU AGREE WITH YOUR COLLEAGUE PROVIDE SUPPORT EVIDENCE WHY. IF YOU DISAGREE RECOMMEND AN ATTENTIVE SHEAR TEST AND EXPLAIN WHY IT IS A BETTER APPROACH
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