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Questions related from Michael Opei-Kumi
I have a row of 6 circular pile spaced at 4m.Each pile is suppose to carry 400kN.I want to model this piles as an equivalent wall.How do I get the equivalent wall thickness and the equivalent load...
06 June 2017 1,689 1 View
I am trying to compare lining forces for tunnels in shanghai soft clay,Bangkok soft clay,Boom clay and Lateritic clay(latosol).What parameters of clay soils controls tunnel lining forces?
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I am simulating a shallow tunnel in plaxis 2D using the stress reduction method.The Tunnel diameter is 6m with an overburden of 7.6m.what Stress reduction value can be applied?
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