Mega Suryani, 2017410015 and Aswanto, M and Rahayu, Tanjung (2024) STUDI PERBANDINGAN MODEL KONSTITUTIF MOHR-COULOMB DAN HARDENING SOIL PADA PERILAKU DINDING PENAHAN TANAH PASANGAN BATU KALI. Skripsi (S1) thesis, UNIVERSITAS MUHAMMADIYAH JAKARTA.
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2017410015_Mega Suryani_Studi Perbandingan Model Konstitutif Mohr-Coulomb Dan Hardening Soil Pada Perilaku Dinding Penahan Tanah Pasangan Batu Kali Revisi 1.docx Download (20MB) |
Abstract
Dalam rekayasa geoteknik, permodelan konstritutif tanah Mohr Coulomb dan Hardenung Soil sering digunakan sebagai alternatif pendekatan model tanah. Metode Mohr Coulomb digunakan untuk memodelkan model yang sederhana sehingga dibutuhkan metode modelan seperti Hardening Soil. Penelitian ini membahas tentang perbandingan perilaku tanah yang terjadi dalam konstruksi dinding penahan tanah batu kali di Tanjung Redeb, Kalimantan timur menggunakan model Mohr Coloumb dan Hardening Soil.. Hal-hal yang ditinjau adalah deformasi tanah dan faktor keamanan tanah dengan menggunakan software PLAXIS V8.2. Dari perhitungan PLAXIS didapatkan hasil dengan melewati 4 tahap salah satunya pada tahap 1 atau kondisi tanah sebelum konstruksi, nilai faktor keamanan Mohr Coulomb adalah 4,493 sementara Hardening Soil sebesar 5,608 dan tahap 4 Nilai faktor keaman dengan permodelan Mohr Coulomb adalah 6,374 sedangkan Hardening Soil sebesar 6,043 Sehingga terdapat selisih sebesar 1,32%. Nilai 1,32% merupakan angka selisih yang aman dalam pengujian Mohr Coulomb. Kata Kunci : Mohr Coulomb, Hardening Soil, dinding penahan tanah, faktor keamanan ABSTRACT In geotechnical engineering, Mohr Coulomb and Hardenung Soil's soil constructive modeling is often used as an alternative soil model approach. Mohr Coulomb's method is used to model simple models so that modeling methods such as Hardening Soil are needed. This study discusses the comparison of soil behavior that occurs in the construction of river stone soil retaining walls in Tanjung Redeb, East Kalimantan using the Mohr Coloumb and Hardening Soil models. The things reviewed were soil deformation and soil safety factors using PLAXIS V8.2 software. From the calculation of PLAXIS obtained results by passing 5 stages, one of which is in stage 1 or soil conditions before construction, the value of Mohr Coulomb's safety factor is 4.493 while Hardening Soil is 5.608 and stage 5 The value of safety factor with Mohr Coulomb's modeling is 6,374 while Hardening Soil is 6,034. So there is a difference of 1.32%. A value of 1.32% is a safe difference in the Mohr Coulomb test. Keywords : Mohr Coulomb, Hardening Soil, soil retaining wall, safety fact
| Item Type: | Thesis (Skripsi (S1)) |
|---|---|
| Uncontrolled Keywords: | Mohr Coulomb, Hardening Soil, dinding penahan tanah, faktor keamanan |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering / Fakultas Teknik > S1 Civil Engineering / Teknik Sipil |
| Depositing User: | Mega Suryani |
| Date Deposited: | 04 Jul 2024 00:58 |
| Last Modified: | 04 Jul 2024 00:58 |
| URI: | http://repository.umj.ac.id/id/eprint/19854 |
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