TABULATED RESULTS 



Dimensional Form 



The equations presented in the analytical development were programed for solution 

 on a digital computer. The slope inclination 9, the depth to the water table Z , the 

 depth of investigation Z, and the soil properties <J>, c, y , and y^were assigned appro- 

 priate values, and the active and passive stresses acting on a plane at inclination « 

 were determined. The angle = was incremented from 0° to 360° to solve for the stress 

 on selected planes. A listing of this computer program is shown in the Appendix, and 

 typical results are shown in tables 2 and 3. 



Nondimensional Form 



The equations presented in the nondimensional formulation were programed for an 

 IBM 1620, Model II, digital computer. The parameters <t>, 0, Y, and Y', were assigned 

 various levels, and the nondimensional values representing the active and passive 

 stresses, acting on a plane at inclination were determined. The angle 11 was incre- 

 mented from 0° to 360° in order to solve for the stress on selected planes. The 

 parameters $ , 9, Y, and Y 1 , were then systematically varied to provide a comprehensive 

 tabulation of results. Typical results are presented in tables 4 and 5. 



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