Abstract: The stability of spread footing situated above a continuous void was investigated. The study involved a theoretical analysis and a model footing testing. The theoretical analysis was made using the finite element method ...

Abstract: The effect of underground void on the stability of shallow foundation supported by a compacted clay was investigated by using a three‐dimensional finite element computer program. The clay soil was a commercially available ...

Abstract: The dynamic response of an infinitely long beam on elastic foundation was analyzed by the method of direct analysis. The conditions analyzed included a step sustained loading with two values of spring constant in the ...