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  1. BrianQ

    Settlement of the bottom liner of a landfill

    I am trying to determine settlement of the bottom liner of a landfill. It is irregularly shaped roughly 2000 ft by 4000 ft. As you would suspect it is imposes an irregular load ranging from almost nothing at the edges to over 18,750psf (900kPa) at the center. The foundation soils vary in...

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