Note# Honorable expert teacher kindly solve each and every step of the Q#1 as soon as possible, its urgent for today..i will be very thankful to u for this kind favor.Course; is Geotechnical Engineering-II. ( Department; Civil engineering department ) QUESTION # 1:The following are the results of four drained direct shear tests onundisturbed nomally consolidated clay samples having a diameterof 50 mm. and height of 25 mm.Normal Force Shear Force at(N)67TestNo.Failure (N)123.313346.6321344.64369132.3Draw a graph for shear stress at failure against the nomal stressand determine the drained angle of friction from the graph. (Note:Use excel for calculation and drawing the graph).

Shear stress is generally a force that leads to cause deformation of a material that is created…

The following are the results of four drained direct shear tests on undisturbed normally consolidated clay samples having a diameter of 50 mm. and height of 25 mm. Test No. 1 Normal Force Shear Force at (N) Failure (N) 67 23.3 2 133 46.6 213 44.6 4 369 132.3 Draw a graph for shear stress at failure against the nomal stress and determine the drained angle of friction from the graph. (Note: Use excel for calculation and drawing the graph).

The following are the results of four drained direct shear tests on undisturbed normally consolidated clay samples having a diameter of 50 mm. and height of 25 mm. Test No. 1 Normal Force Shear Force at (N) Failure (N) 67 23.3 2 133 46.6 213 44.6 4 369 132.3 Draw a graph for shear stress at failure against the nomal stress and determine the drained angle of friction from the graph. (Note: Use excel for calculation and drawing the graph).

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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