Calculating lateral earth pressure coefficients for static and earthquake: Active, Passive and At-rest Pressure Ka, Ko, Kp based on Rankine and Coulomb Mononobe and Okabe Kae, Kpe for earthquake User enters the F, d, a for the retained soil and back-slope angle. This is a very simple and fast solution for regular retaining wall jobs. Just get the lateral earth pressure coefficients (Ka, Ko, Kp, Kae, Kpe) from the software and go to design. Give Lateral Earth Pressure K a try to see what its really capable of!Calculating lateral earth pressure coefficients for static and earthquake
