The Foundations of Hotel “Diocletian” in the Area Trstenik in Split : Undergraduate Thesis

Proveden je proračun graničnog stanja nosivosti i graničnog stanja uporabljivosti za dva slučaja temeljenja JZ dijela objekta Hotel „Dioklecijan“ na predjelu Trstenik u Splitu. Za slučaj dubokog temeljenja utvrđen je broj potrebnih armirano-betonskih pilota. Slijeganje dijela objekta u slučaju temeljenja bez pilota, analizom slijeganja temelja u četiri karakteristične točke, smatra se većim od dozvoljenog. Karakteristike temeljnog tla su prikazane geotehničkim elaboratom.The calculation of ultimate limit state bearing resistance and limit state of serviceability for two cases of foundations for SW part of a Hotel “Diocletian” in the area Trstenik in Split are shown. In the case of deep foundation the required number of reinforced concrete piles has been determined. Settlement of the part of the building in the case of foundation without piles, by analysis of the settlements beneath the four characteristic points, is larger than allowed. The characteristics of the ground are shown in geotechnical study