Geometrical Model of bearing Capacity for a Safe Rectangular Vertically Loaded Shallow Pad Foundation on a Cohessionless (Sandy) Soil with Minimum Angle of Friction

Provision of adequate structural footing in building infrastructures is sensitive and highly challenging. Thus to alleviate the challenges subject task, a model was developed for simulating behavior pad rectangular on cohessionless soil under action vertical load. The approach purely mathematical techniques modeling, concept application. A governing equation theoretically formulated based specified condition, theories applicable parameters. This experimentally simulated describe relationship between variable parameters predict geotechnical behaviour (bearing capacity) sandy underneath shallow foundation. geometry by length, L, breadth, B placement depth, Df element. clearly established interrelationship dominant determining bearing capacity help engineering decisions design safe environment.