الفهرس | Only 14 pages are availabe for public view |
Abstract The present study represents an evaluation the foundation rock in the Faiyum New city employing in - situ seismic refraction measurements. Elastic moduli are evaluated from the combained analysis of different wave types, P - wave velocity (from first - arrivals and their corresponding distance) and S - wave velocity (considering Rayleigh wave velocities”Vr” and Knopff’s relation). Thesis evaluation (of elastic moduli) can solve some engineering problems related to the foundation rock materials in the investigated area. |