A 6 m high pier rests on a 2 m x 2 m square footing at 1-5 m depth from the surface at a
A 6 m high pier rests on a 2 m x 2 m square footing at 1-5 m depth from the surface at a site having uniform clayey soils. The unconfined compressive strength of the clay is 100 kPa and its bulk unit weight is 20 kN/m. The pier carries a vertical load of 80 kN at the centre including its self-weight. A resultant horizontal load of 15 kN also acts on one side of the pier at 1-5 m above the surface. Determine the factor of safety with respect to the pier's net ultimate bearing capacity as per IS 6403 recommendations.
Step by Step Solution
There are 3 Steps involved in it
Step: 1
To solve this problem we will determine the net ultimate bearing capacity of the footing and then ca...See step-by-step solutions with expert insights and AI powered tools for academic success
Step: 2
Step: 3
Ace Your Homework with AI
Get the answers you need in no time with our AI-driven, step-by-step assistance
Get Started