' (deg)N;N;A square foundation is 3m x 3m and is1.5m below the ground surface. The soilsupporting the foundation has a unitweight of 16.5kN/m3, an angle of internalfriction of 25degrees and a cohesion of25kPa. Use the given Table for thedetermination of the bearing capacityN.N.6' (deg)N.N.5.701.000.002627.0914.219.8416.001.100.012729.2416.9011.6017.8119.986.301.220.042831.6113.7036.621.350.062934.2416.1846.971.490.103037.1622.4619.1357.3422.651.641.810.143140.4125.286.7.730.203244.0428.5226.878.152.000.273348.0932.2331.9488.602.210.353452.6436.5038.04factors.9.092.440.443557.7541.4445.410.560.69109.612.693663.5347.1654.361110.162.983770.0153.8065.27a. Determine the bearing capacity of77.5078.611210.763.290.853861.55foundation.1311.413.631.043985.9770.6195.031412.114.021.264095.6681.27116.31b. Determine the allowable load per unitarea if the factor of safety is 2.C. Allowable load is:4.451.521.822.181612.8641106.8193.85140.511613.684.9242119.67108.75171.991714.605.4543134.58126.50211.561815.126.042.5944161.95147.74261.6016.5617.69172.28196.22196.703.0745173.28325.34207.443.6446204.19407.112118.928.264.3147224.55241.80512.842220.279.195.0948258.28287.85650.672321.7510.236.0049298.71344.63831.991072.807.088.342423.3611.4050347.50416.142525.1312.72

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A square foundation is 3m x 3m and is 1.5m below the ground surface. The soil supporting the foundation has a unit weight of 16.5kN/m3, an angle of internal friction of 25degrees and a cohesion of 25kPa. Use the given Table for the determination of the bearing capacity factors. a. Determine the bearing capacity of foundation. b. Determine the allowable load per unit area if the factor of safety is 2. c. Allowable load is:

A square foundation is 3m x 3m and is 1.5m below the ground surface. The soil supporting the foundation has a unit weight of 16.5kN/m3, an angle of internal friction of 25degrees and a cohesion of 25kPa. Use the given Table for the determination of the bearing capacity factors. a. Determine the bearing capacity of foundation. b. Determine the allowable load per unit area if the factor of safety is 2. c. Allowable load is:

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Shallow Foundations-bearing Capacity

Section: Chapter Questions

Problem 16.6P: The applied load on a shallow square foundation makes an angle of 15 with the vertical. Given: B =...

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