Effects Of Active Earth Pressure On The Retaining Walls In Narrow Back Fill
Introduction Retaining walls are commonly designed with classical earth-pressure theories that assume the backfill extends far enough for a complete failure wedge to develop. In urban construction, bridge abutments, basements, and walls built close to a rock cut or another rigid boundary, the backfill may be too narrow for those assumptions. The original essay correctly identified soil arching, stiffness differences, active and passive pressure, discrete-element analysis, and geotechnical investigation as

