Pujo, Priyono (2018) (Peer Review + Similarity + Document) STUDI PERKUATAN GEOTEXTILE PADA LERENG DENGAN VARIASI KEMIRINGAN DAN JARAK PONDASI DANGKAL MELALUI PEMODELAN DI LABORATORIUM. Universitas Muhammadiyah Jember.
![[img]](http://repository.unmuhjember.ac.id/style/images/fileicons/text.png) |
Text
9. Artikel STUDI PERKUATAN GEOTEXTILE PADA LERENG DENGAN VARIASI.pdf Download (401kB) |
|
Text
9. Peer review studi perkuatan geotextile.pdf Download (1MB) |
|
Text
9. Plagiasi STUDI PERKUATAN GEOTEXTILE PADA LERENG DENGAN VARIASI.pdf Download (2MB) |
Abstract
Indonesia is a country in the developing period where the infrastructure that is built cannot be separated from sloping land or slopes, such as housing construction and making Embankments for Toll roads. Responding to this incident the authors conducted an analysis of slope stability with and without reinforcement through modeling in the laboratory. There are several types of soil reinforcement, one of which uses Geotextile reinforcement, the use of Geotextile can increase slope stability. This study aims to determine the stability of the slope to the effect of three variations in the distance of shallow foundation loading and three variations of the slope. Tests in this study are divided into 2 types of models, namely: (1) Testing Model I is a test of 2 variations of loading distance and 3 variations of soil slope without using reinforcement Gotextile Woven (2) Testing of Model II is a test of 2 variations of loading distance and 3 variations of soil slope by using Gotextile Woven reinforcement. In the review of 3 (three) variations in slope, namely: 45º, 50º, and 60º and 2 (two) variations in the distance of loads that work on the slope, namely: 4 cm and 7 cm. In modeling the soil before being repaired using Geotextile it can be seen that the smaller the slope angle, the carrying capacity of the soil which is correlated with the stiffness of the soil is of great value. While in soil modeling after being repaired using Geotextile the smaller the slope angle, the carrying capacity of the soil which is correlated with the stiffness of the soil is of little value. In soil modeling before being repaired using Geotextile, it can be seen that the farther the loading distance from the lip of the slope, the carrying capacity of the soil which is correlated with the stiffness of the soil is of great value. While in soil modeling after being repaired using Geotextile the farther the loading distance from the lip of the slope, the carrying capacity of the soil which is correlated with the stiffness of the soil is of little value. It can be analogized that the improvement of slope land using Geotextile has the property of reinforcing the soil where the greater the slope angle the more rigid.
| Item Type: | Peer Review |
|---|---|
| Uncontrolled Keywords: | Research, Stability, Geotextile Woven, slope variation, variation of loadingdistance |
| 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) |
| Depositing User: | Pujo Priyono |
| Contact Email Address: | pujopriyono@unmuhjember.ac.id |
| Date Deposited: | 13 Jul 2022 01:57 |
| Last Modified: | 13 Jul 2022 01:57 |
| URI: | http://repository.unmuhjember.ac.id/id/eprint/14030 |
Actions (login required)
 |
View Item |