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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...
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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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