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All Journal Info-Teknik AGREGAT Kinerja: Jurnal Ekonomi dan Manajemen Tropical Wetland Journal Enrichment : Journal of Management Bubungan Tinggi: Jurnal Pengabdian Masyarakat ASPIRATION Journal Jurnal Ilmu Akuntansi Mulawarman (JIAM) ABDIMU Jurnal Pengabdian Kepada Masyarakat Neraca: Jurnal Ekonomi, Manajemen dan Akuntansi POMA JURNAL INOVASI: Jurnal Ekonomi, Keuangan, dan Manajemen FORUM EKONOMI: Jurnal Ekonomi, Manajemen dan Akuntansi
Rusliansyah Rusliansyah
Civil Engineering Department, Engineering Faculty Lambung Mangkurat University
Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Languange, Linguistic, Communication & Media Medicine & Pharmacology Social Sciences Transportation Other

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Journal : info-teknik

 1 
PEMANFAATAN LIMBAH SLUDGE IPAL PT BSKP SEBAGAI BAHAN SUBSTITUSI PEMBUATAN BATA BETON Rusliansyah Rusliansyah; Fauzi Rahman; Zakhroful Maimun
INFO-TEKNIK Vol 13, No 1 (2012): INFOTEKNIK VOL. 13 NO. 1 2012
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/infotek.v13i1.1818

Abstract

PT Bridgestone Kalimantan Plantation (PT BSKP) merupakan agroindustri yang bergerak dalam bidang pengolahan karet berupa RSS (Ribbed Smoked Sheet), menghasilkan limbah terutama limbah sludge dari Instalasi Pengolahan Air Limbah (IPAL).Potensi limbah sludge IPAL PT BSKP sebesar 0,1 m3/hari. Penelitian ini bertujuan mengetahui karakteristik limbah sludge serta fisik-mekanik bata beton, sehingga diperoleh komposisi campuran terbaik limbah sludge IPAL PT BSKP sebagai bahan substitusi pembuatan bata beton. Penelitian pemanfaatan limbah sludge IPAL PT BSKP yang mengandung 1,58% CaCO3 dan 3,21% SiO2, dilakukan sebagai bahan substitusi pembuatan bata beton dengan memvariasikan komposisi agregat (limbah sludge : pasir). Komposisi limbah sludge terhadap pasir adalah 100 : 0, 80 : 20, 60 : 40, 40 : 60, 20 : 80, dan 0 : 100 (% volume), dengan waktu: 7, 14, 21 dan 28 hari.  Hasil penelitian menunjukkan bata beton dengan campuran 1 PC : 4 Agregat  tidak memenuhi bata beton sesuai SNI 03-0349-1989 tentang bata beton untuk pasangan dinding. Setelah dilakukan penelitian terukur dengan analisa grafik didapatkan perkiraan yang memenuhi standar SNI, dengan range komposisi antara 5% - 16% limbah sludge. Sehingga diasumsikan dapat mencapai standar kuat tekan bata beton minimal 25 kg/cm2 . Penelitian terhadap aspek lingkungan menunjukkan limbah sludge aman dimanfaatkan ditinjau dari uji TCLP dan LD50.
IDENTIFIKASI LONGSORAN LERENG DI RUAS BAMBANGAN – AJI KUNING KALIMANTAN TIMUR KM 6+500 & PENANGANAN MENGGUNAKAN DINDING PENAHAN TANAH Rusliansyah Rusliansyah; Aulia Isramaulana; Yunizar Antoni Akbar
INFO-TEKNIK Vol 14, No 2 (2013): INFOTEKNIK VOL. 14 NO. 2 2013
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/infotek.v14i2.303

Abstract

This paper discusses the handling of slope sliding occured in the segment of Bambangan – Aji kuning East Borneo. The slide occurs because of unprotected slopes and soil types in the form of silt sandy. Treatment methods cantilever retaining walls was designed inorder to handle the sliding. The cost of the this method was also calculated to obtain the price.Soil investigation and topography data were collected as a secondary data. The design was commenced by preliminary design for this method. The next step was continued with the calculation of safety factor of sliding, overtuning, and bearing capacity. For cantilever, the design was included the calculation of reinforcement. Overal stability of slope was performed using Plaxis Professional 8.2. The cost analysis was performed using Bina marga 2010 method.By using the cantilever, the dimension of the pedestal are 3m wide, 0.5 m thick matsand wall and 5m high. the safety factor of overal stability for both method was higher than that of caltilever wall.. The cost of the reinforcement using cantilever Rp 489.373.268,.
Co-Authors Agil Arief Rachman Agus, Auliah Rizkinawatie Anggraeni, Siti Ulfah Annisa, Ayu Ariwinarno, Fani Aulia Isramaulana Bang, Mario Ronaldus Chinmi, Michael Cornelius Rantelangi Danugraha, Whil Dewi Sari, Dewi Dwi Budi Santoso Fauzi Rahman Febryna, Rika Nur Fitri, Nurlaili Anisa Hafiz, Adhelia Yamilla Hamid Bone Hariyanti, Nunik Ibnu Abni Lahaya Irwan Gani Isna Yuningsih jalasari, dwi fitri Kalangit, Della Olivia Caterina Karlinawati, Yunita Lumampauw, Andreas Mahendra Putra Kurnia Ma’ruf, Muhammad Afief Meilinda Ayunita Santoso Mubina, M. Fathan Mufid Salim, Mufid Mujahid Mujahid, Mujahid Nabilah Nabilah Ni Nyoman Sawitri Ningsih, Armini Nirvana, Nirvana Nopita Sari Novi Landara Novita Sari Nurdiana Nurdiana Patabang, Abednego Prasetyo, Septia Nur Priyanti, Fanny Purnawati, Zuli Putri, Rizka Amalia Ramadhanty, Safira Rande Samben Rofiqul Ulum Rusdiah Iskandar Rusdiansyah Rusdiansyah Rusdiansyah Rusdiansyah Santoso, Meilinda Ayunita Serena, Nelda Anasthasia Set Asmapane Sihandayani, Yurika Sri Mintarti Sri Mintarti St. Rukaiyah Surahman Surahman Syafei, Alfin Syamdianita Syamdianita, Syamdianita Tiyana, Selpa Uyun, Lina Latifah Yunizar Antoni Akbar Yunus Tete Konde Zakhroful Maimun