Problem #1: Using Excel, develop a plot of

\\\\sigma _(z),u

, and

\\\\sigma _(z)^(')

vs. depth for the soil profile in the figure below. Consider depths from 0 to

10m

, and assume hydrostatic conditions are present,

u=0

above the groundwater table, and the CL Clay layer extends beyond

10m

depth. Plot depth,

z

, on the vertical axis, with zero at the top and increasing downward. (This method of plotting the data is easier to visualize, because depth on the plot is comparable to depth in a cross-section.)

Problem \#1: Using Excel, develop a plot of z,u, and z vs. depth for the soil profile in the figure below. Consider depths from 0 to 10m, and assume hydrostatic conditions are present, u=0 above the groundwater table, and the CL Clay layer extends beyond 10m depth. Plot depth, z, on the vertical axis, with zero at the top and increasing downward. (This method of plotting the data is easier to visualize, because depth on the plot is comparable to depth in a cross-section.) Problem \#1: Using Excel, develop a plot of z,u, and z vs. depth for the soil profile in the figure below. Consider depths from 0 to 10m, and assume hydrostatic conditions are present, u=0 above the groundwater table, and the CL Clay layer extends beyond 10m depth. Plot depth, z, on the vertical axis, with zero at the top and increasing downward. (This method of plotting the data is easier to visualize, because depth on the plot is comparable to depth in a cross-section.)