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  1. hebrone

    group effect in end bearing drilled shafts

    Hi guys, I am conducting a geotechnical exploration for a site with stiff soil profile for appriximatley 30 feet, then a layer of sandstone to 40 and limestone below that. axial loads in the order of 1300 ksf. I recommeded drilled shafts extending to 1 diameter into limestone bedrock (bearing...

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