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The following are the results of four drained shear box tests on over-consolidated clay specimens having an area of 1960 mm². Determine the residual- and peak shear strength parameters (graph paper on next page) Test Normal Force (N) 150 250 350 550 1234 Peak Shear Force at failure (N) 157.5 199.9 257.6 363.4 Ultimate Shear Force at failure (N) 44.2 56.6 102.9 144.5

The following are the results of four drained shear box tests on over-consolidated clay specimens having an area of 1960 mm². Determine the residual- and peak shear strength parameters (graph paper on next page) Test Normal Force (N) 150 250 350 550 1234 Peak Shear Force at failure (N) 157.5 199.9 257.6 363.4 Ultimate Shear Force at failure (N) 44.2 56.6 102.9 144.5

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1. The following are the results of four drained shear box tests on over-consolidated clay specimens having an area of 1960 mm². Determine the residual- and peak shear strength parameters (graph paper on next page) Test 1 AWNT 2 3 4 Normal Force (N) 150 250 350 550 Peak Shear Force at failure (N) 157.5 199.9 257.6 363.4 Ultimate Shear Force at failure (N) 44.2 56.6 102.9 144.5
Transcribed Image Text:1. The following are the results of four drained shear box tests on over-consolidated clay specimens having an area of 1960 mm². Determine the residual- and peak shear strength parameters (graph paper on next page) Test 1 AWNT 2 3 4 Normal Force (N) 150 250 350 550 Peak Shear Force at failure (N) 157.5 199.9 257.6 363.4 Ultimate Shear Force at failure (N) 44.2 56.6 102.9 144.5
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