Studi Perkuatan Tanah Dasar Di Bawah Embankment Menggunakan Metode Kombinasi Preloading Dan Pvd (Studi Kasus Pembangunan Jalan Tol Pasuruan Probolinggo Seksi 2Sta 15+500)

Dana Fahrur Rizal, Dedy (2019) Studi Perkuatan Tanah Dasar Di Bawah Embankment Menggunakan Metode Kombinasi Preloading Dan Pvd (Studi Kasus Pembangunan Jalan Tol Pasuruan Probolinggo Seksi 2Sta 15+500). Undergraduate thesis, Universitas Muhammadiyah Jember.

[img] Text
Jurnal.pdf

Download (1MB)
[img] Text
PENDAHULUAN.pdf

Download (325kB)
[img] Text
BAB 1.pdf

Download (249kB)
[img] Text
BAB 2.pdf
Restricted to Repository staff only

Download (1MB)
[img] Text
BAB 3.pdf
Restricted to Repository staff only

Download (384kB)
[img] Text
BAB 4.pdf
Restricted to Repository staff only

Download (1MB)
[img] Text
BAB 5.pdf
Restricted to Repository staff only

Download (159kB)
[img] Text
LAMPIRAN 1.pdf

Download (751kB)
[img] Text
DAFTAR ISI.pdf

Download (445kB)
[img] Text
Daftar Pustaka.pdf
Restricted to Repository staff only

Download (221kB)

Abstract

Stability of the subgrade is important as a support for the construction on it, especially on the paspro toll road, which is planned to be built on a pile with a relatively high elevation of 0 meters to 9 meters at STA 15 + 500 elv heaps of 8.5 meters. In addition, the investigation of the land at the location shows that the subgrade in the Paspro toll road plan is soft clay soil up to a depth of 10.36 meters so that it needs repairs to the subgrade. In the analysis of the subgrade there was a soil drop of 0.8 meters if it was burdened by a pile and was only able to carry a 1.5 meter high embankment The method of soil improvement used is the method of preloading the surcharge system and the acceleration of compression time using PVD. The results of PVD installation with a triangle and square pattern with a distance of 1 meter can increase the degree of consolidation by 98% within 6 weeks which impacts on the carrying capacity of the subgrade to be able to withstand the load of 9 meters high embankment. Keywords : Stability of embankment, settlement, carrying capacity, preloading, PVD

Item Type: Thesis (Undergraduate)
Subjects: 600 Technology and Applied Science
600 Technology and Applied Science > 620 Engineering
600 Technology and Applied Science > 620 Engineering > 624 Civil Engineering
Divisions: Faculty of Engineering > Department of Civil Engineering (S1 - Undergraduate Thesis)
Depositing User: Dinda Novitasari
Date Deposited: 14 Dec 2020 02:58
Last Modified: 14 Dec 2020 02:58
URI: http://repository.unmuhjember.ac.id/id/eprint/7309

Actions (login required)

View Item View Item