A one storey building and a highway bridge are going to be constructed on a site, in which the site investigation indicated about 10m of highly weathered travertine overlying fresh travertine.
No rock cores were obtained within the weathered rock and the samples taken look like sand (with some traces of fresh rock). Cliffs in the area consisting of this material stand literally vertical.
So, how do you think this material behaves under loading? As a loose sand as the SPT results show, as a sand with some cohesion or as a rock with really low engineering properties??
Thanks!
No rock cores were obtained within the weathered rock and the samples taken look like sand (with some traces of fresh rock). Cliffs in the area consisting of this material stand literally vertical.
So, how do you think this material behaves under loading? As a loose sand as the SPT results show, as a sand with some cohesion or as a rock with really low engineering properties??
Thanks!