Re-Design of Foundation of Edutorium UMS by Manual Calculations and Calculations using GEO5 Software

Ayayda, Omar M H and -, Ir. Renaningsih, M.T. (2020) 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

Designing bored pile foundation with optimum dimension of the pile diameter and pile length to attain stability of the piles against sliding and any failure. The dimensions of the bored pile were d= 0.40 L= 10m with soil data gotten from (BH- 1), γb= 17.1 KN/m3 C= 20 KN/m3 , γsat = 18.1 . Designing bored pile foundation uses different methods on different soil types . For the manual calculations, firstly calculate for single pile cohesive less soil and cohesive soil together to get the safety factor (SF). The formulas used in manual calculations were derived from Terzaghi’s foundation analysis. Then calculate the bearing capacity (Qg) for bored pile group proceeded. Firstly, calculate bored pile group cohesive soil, and then calculate for bored pile group on cohesive less soil. for Geo5 software calculations, by inputting the data for single pile cohesive soil and cohesive less soil to get the safety factor. Then input for bored group pile cohesive and then cohesive less soil .For the results from manual calculation after combining the bearing capacity (Qu) of single bored pile on cohesive soil and cohesive less soil , the result gotten is (Qu=1064.742 KN) and dividing it with (P=900KN) so the SF =1.18 . And for the results from manual calculation of group bored pile on cohesive soil the bearing capacity gotten was (Qg=3168.73KN) and for cohesive less soil (Qg=4258.968), dividing it with (P=900KN) so the SF gotten SF =3.732 for cohesive soil and SF=4.73 for cohesion less soil . For Geo5 software analysis in bored group pile SF=3.22 for cohesion soil and SF= 2.63 in cohesion less soil .The applications used in this research is Geo 5 v19, AutoCAD 2010 and Microsoft Office 2010

Item Type:	Karya ilmiah (Skripsi)
Uncontrolled Keywords:	bored pile foundation bored pile group foundation and bored single pile foundation.
Subjects:	S Agriculture > S Agriculture (General) T Technology > TH Building construction
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	OMAR M H AYAYDA
Date Deposited:	02 Jan 2020 06:25
Last Modified:	02 Jan 2020 06:37
URI:	http://eprints.ums.ac.id/id/eprint/79722

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