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All Journal Jurnal Kridatama Sains dan Teknologi JILMATEKS Jurnal Ilmiah Mahasiswa Teknik Sipil
Amir, Mursyid
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Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Education Engineering Social Sciences Transportation

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Analisis Stabilitas Lereng Menggunakan Software Geoslope pada Sungai Rongkong (Kabupaten Luwu Utara) Amir, Mursyid; Musa, Ratna; Mallombassi, Ali
Jurnal Kridatama Sains dan Teknologi Vol 6 No 01 (2024): JURNAL KRIDATAMA SAINS DAN TEKNOLOGI
Publisher : Universitas Ma'arif Nahdlatul Ulama Kebumen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53863/kst.v6i01.1030

Abstract

The use of embankment reinforcement would be very suitable for use on the slopes of the North Rongkong Luwu Watershed (DAS), generally with embankment strengthening being able to overcome natural flood disasters. The aim of this research is to determine the results of the increase (SF) after using geotextile reinforcement and to find out the comparison of the results of slope stability analysis using manual and geoslope calculations. The method used in this research is a descriptive method, namely research aimed at describing existing phenomena, both natural phenomena and man-made phenomena. The method used is to compare calculations carried out manually with formulas, compared with calculations using the geoslope application. The results of the landslide stability reading before using reinforcement with the geoslope application as a whole can still be said to have not exceeded the limit that has been determined to prevent landslides. Meanwhile, after using geotextile reinforcement, it has a value that meets the failure limit specifications. The results of manual calculations and using geoslope have a value that is less more similar in analyzing internal, external stability or landslides on slopes around the Rongkong River.
Analisis Karakteristik Material Tanah Danau Tempe Kabupaten Wajo Yunus, Wahyudi; Amir, Mursyid; Musa, Ratna; Arifin, Winarno; Zaifuddin
Jurnal Ilmiah Mahasiswa Teknik Sipil Vol. 1 No. 2 (2019): JILMATEKS (Jurnal Ilmiah Mahasiswa Teknik Sipil) April 2019
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Muslim Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33096/bacb9q51

Abstract

Peranan dari tanah sebagai dasar pendukung seluruh beban di atasnya baik itu beban konstruksi maupun beban lalulintas sangat besar. Dalam konstruksi jalan seringkali karakteristik dan kualitas tanah yang dijadikan sebagai bahan timbunan belum diidentifikasi secara jelas yang berpengaruh terhadap ketidakakuratan perencanaan struktur lapisan perkerasan jalan. Penelitian ini bertujuan untuk menganalisis karakteristik, sifat fisik dan mekanik tanah material tanah Danau Tempe Kabupaten Wajo. Penelitian eksperimental dilaksanakan pada tiga sampel tanah meliputi pengujian karakteristik material, fisik, dan mekanik di Laboratorium Mekanika Tanah Program Studi Teknik Sipil Fakultas Teknik Universitas Muslim Indonesia. Persyaratan bahan material timbunan harus mempunyai nilai Indeks Plastis (PI) maksimal 6%. Sementara itu, hasil pemeriksaan didapatkan nilai PI sampel A 58,97%, sampel B 43,13 %, sampel C 28,98 %, dimana nilai PI lebih besar dari 6%. Hal ini menunjukkan bahwa tanah Danau Tempe tidak dapat di jadikan tanah timbunan yang di peruntukkan untuk konstruksi bangunan, tanah Danau Tempe dapat di jadikan tanah timbunan konstruksi bangunan jika dilakukan perkuatan tanah (stabilisasi) seperti JMF (Jobs Mix Formula) atau penggunaan geosintetik.
Co-Authors Arifin, Winarno Mallombassi, Ali Musa, Ratna Yunus, Wahyudi Zaifuddin