CHANDRA, JENFATIKA (2020) ANALISIS STABILITAS DINDING PENAHAN TANAH (RETAINING WALL) TIPE BRONJONG DAN SHEET PILE MENGGUNAKAN SOFTWARE ROSCIENCE SLIDE DAN PLAXIS V.8.6. S1 thesis, UNIVERSITAS SULTAN AGENG TIRTAYASA.
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Abstract
Provinsi Banten sebagai daerah yang mulai berkembang berpotensi dilakukan pengembangan infrastruktur untuk menunjang sektor perekonomian dan pendidikan untuk Provinsi Banten sendiri tentunya, salah satunya yaitu pembangunan kampus terpadu Untirta di alan Raya Palka Desa Sindangsari Kecamatan Pabuaran, Kabupaten Serang. Dengan topografi ang berbukit dan tidak rata, serta kondisi tanah yang tidak stabil atau terjadinya pergeseran pada anah, akan mengakibatkan tanah longsor. Salah satu cara memperbaki struktur tanah yang tidak tabil yaitu membuat dinding penahan tanah yang harus diperhitungkan dengan baik agar tidak mengalami keruntuhan. Analisis stabilitas dinding penahan tanah harus benar-benar diperhitungkan agar tidak terjadi kasus runtuh atau kegagalan pada dinding penahan tanah. Hal ersebut yang melatarbelakangi dilakukannya penelitian ini yaitu untuk memperhitungkan kesatabilan dinding penahan tanah bronjong dan sheet pile tersebut apakah sudah aman atau elum. Penelitian ini bertujuan untuk menganalisis stabilitas lereng menggunakan metode Fellenius dan metode Bishop yang akan dibandingkan dengan aplikasi Rocscience Slide untuk mencari nilai keamanan lereng. Perhitungan tekanan tanah lateral dan keamanan dinding penahan anah menggunakan teori Rankine dan Coulomb dan dianalisis menggunakan aplikasi Plaxis untuk mencari nilai deformasi yang terjadi. Dari hasil analisa diperoleh nilai faktor keamanan lereng menggunakan perhitungan manual metode Fellenius, Bishop berturut-turut sebesar 1,210; 1,232 dan nilai faktor keamanan lereng dengan menggunakan aplikasi Rocscience Slide metode Fellenius, Bishop berturut-turut sebesar 1,242; 1,301. Analisa perhitungan manual stabilitas didapat nilai faktor keamanan stabilitas guling, geser dan daya dukung teori Rankine berturut-turut sebesar 8,679; 1,802; 11,168 sedangkan dengan teori Coulomb berturut-turut sebesar 9,696; 2,079; 12,961. Nilai deformasi yang dihasilkan menggunakan aplikasi Plaxis sebesar 1,71 mm.
| Item Type: | Thesis (S1) | |||||||||
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| Additional Information: | ABSTRACT Banten Province as an area that is starting to develop has the potential to develop infrastructure to support the economic and education sectors for Banten Province itself, of course, one of which is the construction of the Untirta integrated campus on Jalan Raya Palka, Sindangsari Village, Pabuaran District, Serang Regency. With a hilly and uneven topography, as well as unstable soil conditions or a shift in the land, it will cause landslides. One way to fix an unstable soil structure is to create a retaining wall that must be calculated properly so as not to collapse. The analysis of the stability of the retaining wall must be carefully taken into account so that there is no case of collapse or failure of the retaining wall. This is the reason why this research is conducted, namely to calculate the stability of the retaining wall of the gabion soil and the sheet pile whether it is safe or not. This study aims to analyze slope stability using the Fellenius method and the Bishop method which will be compared with the Rocscience Slide application to find the value of slope safety. Calculation of lateral soil pressure and safety of retaining walls using Rankine and Coulomb theory and analyzed using the Plaxis application to find the value of deformations that occur. From the analysis, it is obtained that the value of the slope safety factor using the manual calculation of the Fellenius method, Bishop is 1.210; 1,232 and the value of the slope safety factor using the Rocscience Slide application by the Fellenius, Bishop method respectively of 1.242; 1,301. Analysis of manual stability calculation obtained the value of the safety factor stability of rolling, shear and carrying capacity of Rankine theory, respectively, 8,679; 1,802; 11,168 while with the Coulomb theory respectively 9,696; 2,079; 12,961. The deformation value obtained using the Plaxis application was 1.71 mm. Keywords: Slope Stability, Bronjong, Sheet Pile, Rocscience Slide, Plaxis | |||||||||
| Uncontrolled Keywords: | Kata Kunci : Stabilitas Lereng, Bronjong, Sheet pile, Rocscience Slide, Plaxis | |||||||||
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) | |||||||||
| Divisions: | 03-Fakultas Teknik > 22201-Jurusan Teknik Sipil | |||||||||
| Depositing User: | Perpustakaan Pusat | |||||||||
| Date Deposited: | 04 Aug 2022 14:06 | |||||||||
| Last Modified: | 04 Aug 2022 14:06 | |||||||||
| URI: | http://eprints.untirta.ac.id/id/eprint/15247 |
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