G MS THESIS_final version_Maxim Prokudin.pdf - Digital Repository ...

185Loess + Fibers305mm Single PierCBR, %002 4 6 8 10 12 14 16Loess + Fibers610mm Single PierCBR, %002 4 6 8 10 12 14 16200200Depth, mm400600800dry= 1,579 kg/m3w% = 24.8%Depth, mm400600800dry topdry bot= 1,575 kg/m3w% top= 25.1%= 1,630 kg/m3w% bot= 24.6%Loess + Cement305mm SIngle PierCBR, %Loess + Cement610mm Single PierCBR, %0 2 4 6 8 10 12 14 1600 2 4 6 8 10 12 14 160200200Depth, mm400600800dry= 1,626 kg/m3w% = 24.4%Depth, mm400600800drytopw% top= 25.3%= 1,632 kg/m3dry bot= 1,620 kg/m3w% bot= 23.2%Loess + Cem. + Fib.305mm Single PierCBR, %Loess + Cem. + Fib.610mm Single PierCBR, %0 2 4 6 8 10 12 14 1600 2 4 6 8 10 12 14 160Depth, mm200400600800dry= 1,571 kg/m3w% = 24.8%Figure 105: CBR for single loess piers: loess+fibers, loess+cement, loess+cement+fibersDepth, mm200400600800dry top= 1,615 kg/m3w% top= 23.2%= N/Adry botw% bot= N/A