Design Diagrams for the Analysis of Active Pressure on Retaining Walls with the Effect of Line Surcharge

Table 1

The features of the sample wall in the analyses with the effect of line surcharge.

Wall height (, m)	10 m
Linear surcharge (, kN/m)	0–500 kN/m
Soil density (, kN/m^3)	20  kN/m^3
Friction angle between wall and backfill soil (δ, degrees)	0°–°
Internal angle of soil friction (, degrees)	20°–40°
Distance of surcharge from the wall (, m)	0–20 m