Re-Design of Foundation of Edutorium UMS by Manual Calculations and Calculations Using Geo5 Software

.A.M.ABUSHAMSEIEALHADAD, NASSER and , Ir. Renaningsih, MT. (2019) Re-Design of Foundation of Edutorium UMS by Manual Calculations and Calculations Using Geo5 Software. Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

Design optimum pile dimension to attain stability of the piles against sliding and any failure This is done through several manual calculations and the use of Geo5 and Comparing the results from manual calculations with Geo5 results to attain suitable design of piles. the results of manual calculation and of Geo5 program are different when compare both of the bearing capacities. For the manual calculation the bearing capacity of single pile for cohesion less soil and cohesion soil it is 1182.88 KN, then from the bearing capacity for all the soil can get the safe of safety factor of single pile in manual calculation it was SF =1.3, And for the manual calculation the bearing capacity of pile group for cohesion soil, get 8836.48 KN and the bearing capacity of pile group cohesion less soil, get 7689.9 KN, when combine the bearing capacity of pile group between cohesion less soil and cohesion soil, can get the safe of safety factor for all the soil it was SF =3.06 ≥ 2 (OK). And in geo5 software of single pile the safety factor for all the soil it was SF =1.36, also in geo5 software of pile group the safety factor it was SF =2.165 which is also safe (ok).in this research use three application Geo5 2019, AutoCAD 2010 and Microsoft Office 2010.

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	driven pile foundation, driven pile group foundation and driven single pile foundation.
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	Unnamed user with username d10a153008
Date Deposited:	23 Dec 2019 07:58
Last Modified:	23 Dec 2019 07:58
URI:	http://eprints.ums.ac.id/id/eprint/79671

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