The facility has 3H to 1V interior slopes that are excavated down about 20 ft, and the waste slopes are also 3H to 1V and go up about 200 ft above the surface. The leachate pipes that conveys the contaminated water to the sumps are constructed at a 0.8% slope are about 1900ft long and I have to...
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...
