Aldi Jufatra, 112017136 (2022) ANALISA DAYA DUKUNG PONDASI TIANG PANCANG KELOMPOK PADA PROYEK PEMBANGUNAN JALAN TOL SIMPANG INDRALAYA – PRABUMULIH P36 STA 00+702. Skripsi thesis, Universitas Muhammadiyah Palembang.

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Abstract

ABSTRAK Toll road is a road that is devoted to four-wheeled or more vehicles (cars, buses and trucks) in order to shorten the distance and travel time from one place to another and to help economic growth by improving services in the distribution of goods and services. The toll road is also one of the freeways that really allows a much faster delivery process at a cost for distributing goods and services. The foundation used in the construction of the Simpang Indralaya – Prabumulih toll road is a group pile foundation. The consideration for using this foundation is to find out from the results of soil investigations that have been obtained from field results. The results of the calculation of the carrying capacity of the existing pile group foundation, empirically at P36 Vesic is 17412.60kN and Vesic software allpile is 16026.79 with a difference of 7.9%. The use of allpile software is more efficient than using the empirical method in terms of calculation execution time, and calculations with allpile software can shorten processing time. Keywords: Intersection of Indralaya – Prabumuliah Toll Road, concrete pile piles, analysis of foundation bearing capacity and efficiency

Item Type:	Thesis (Skripsi)
Additional Information:	Pembimbing : 1.Ir.Noto Royan,M.T 2.Mira Setawati,S.T., M.T
Uncontrolled Keywords:	Intersection of Indralaya – Prabumuliah Toll Road, concrete pile piles, analysis of foundation bearing capacity and efficiency
Subjects:	Teknik Sipil > Konstruksi bawah tanah Teknik Sipil > Teknik Fondasi
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	07 Jun 2022 05:36
Last Modified:	07 Jun 2022 05:36
URI:	http://repository.um-palembang.ac.id/id/eprint/21222

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