Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil <table style="background-color: #ebebe0;"> <tbody> <tr> <td><span style="font-size: small; color: #000000;">Journal Title</span></td> <td><span style="font-size: small; color: #000000;">&nbsp;Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil</span></td> </tr> <tr> <td><span style="font-size: small; color: #000000;">Initials</span></td> <td><span style="font-size: small; color: #000000;">&nbsp;Cantilever</span></td> </tr> <tr> <td><span style="font-size: small; color: #000000;">Frequency</span></td> <td><span style="font-size: small; color: #000000;">&nbsp;2 issues per year (April and October)</span></td> </tr> <tr> <td><span style="font-size: small; color: #000000;">DOI</span></td> <td><span style="font-size: small; color: #000000;">&nbsp;<a href="" target="_blank" rel="noopener">10.35139</a> by <img src="/public/site/images/Cantilever/crossref-logo-landscape-100.png" width="50"></span></td> </tr> <tr> <td><span style="font-size: small; color: #000000;">p-ISSN</span></td> <td><span style="font-size: small; color: #000000;">&nbsp;<a href=";1180426465&amp;1&amp;&amp;" target="_blank" rel="noopener">1907-4247</a></span></td> </tr> <tr> <td><span style="font-size: small; color: #000000;">e-ISSN</span></td> <td><span style="font-size: small; color: #000000;">&nbsp;<a href=";1447136064&amp;1&amp;&amp;" target="_blank" rel="noopener">2477-4863</a></span></td> </tr> <tr> <td><span style="font-size: small; color: #000000;">Editor in chief</span></td> <td><span style="font-size: small; color: #000000;">&nbsp;<a href="" target="_blank" rel="noopener">Dr. Febrian Hadinata, ST, MT</a></span></td> </tr> <tr> <td><span style="font-size: small; color: #000000;">Publisher</span></td> <td><span style="font-size: small; color: #000000;">&nbsp;<a href="" target="_blank" rel="noopener">Department of Civil Engineering and Planning, Sriwijaya University</a></span></td> </tr> <tr> <td><span style="font-size: small; color: #000000;">Citation</span></td> <td><span style="font-size: small; color: #000000;">&nbsp;<a href="" target="_blank" rel="noopener">Sinta</a> | <a href=";hl=id" target="_blank" rel="noopener">Google Scholar</a></span></td> </tr> </tbody> </table> <p><span class="tlid-translation translation" lang="en"><strong><br>Cantilever: <em>Jurnal Penelitian dan Kajian Bidang Teknik Sipil </em></strong>is a research journal and study in civil engineering that presents research results in the fields of <strong>building and structural engineering, transportation, water resources engineering and management, geotechnical engineering, construction engineering and management, environmental engineering, and architecture</strong>.</span></p> <p><span class="tlid-translation translation" lang="en">The journal was first published in 2006 in the printed version. Since 2015, Cantilever has been published both in the printed and online version (e-journal). For the online version, previously the journal can be accessed at <a href="" target="_blank" rel="noopener"></a>, but <strong>since Vol. 8 No.2 (2019)</strong>, the journal is published at <a href=""></a>.&nbsp; This journal is managed and published by the <a href="" target="_blank" rel="noopener">Department of Civil Engineering and Planning, Faculty of Engineering, Sriwijaya University</a>. The journal is published twice a year in <strong>April and October</strong>. <br></span></p> <p><span class="tlid-translation translation" lang="en">The editors invite experts, academics (lecturers and students), researchers, observers, and practitioners to submit their papers in the form of scientific papers that have never been published or are not in the process of publication in other print media. The instructions for writing and submitting the manuscript for the authors can be read in the back cover and author guidelines page. The submitted text will be reviewed by expert editors and reviewers, and then processed by the editorial board for publication. The editors have the right to edit the contents of the text without changing the intent and meaning. The contents of the paper and the accuracy of the data are entirely the responsibility of the authors.</span></p> en-US <p>Authors who publish with this journal agree to the following terms:</p> <ul> <li>Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a <a href="">Creative Commons Attribution-NonCommercial 4.0 International License</a> that allows others to share the work with an acknowledgment of the work's authorship and initial publication in this journal.</li> <li>Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.</li> <li>Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See <a href="">The Effect of Open Access</a>).</li> </ul> (Dr. Febrian Hadinata, ST, MT) (M. Baitullah Al Amin, ST, M.Eng.) Mon, 20 Apr 2020 00:00:00 +0000 OJS 60 Analisis Kapasitas Tampung pada Lahan Basah Sei Kelik Ketapang <p>Wetlands have a very important role for humans and the environment. The function of wetlands as a support for human life, among others, water sources, a variety of habitats for living things, controlling floods, and drought. One of the wetlands in the Kelik river, Ketapang Regency. This wetland has an area of 2600 ha. The land is now a conservation area, with cultivation rights. The existing problem, namely, the land is the residual combustion that occurred in 2015 and is always flooded with water and the need for an existing drainage system on the land. Land needs to be managed properly in water management. Efforts to manage conservation areas so as not to experience drought, which results in fires, which will threaten land conservations. Methods for dealing with drainage systems by utilizing existing ditches or drains. Drainage design using hydrological and hydraulic studies. The method used in determining the flood discharge plan is based on the need for drainage modulus and the area of the ArcGIS software aid sub-area. The results of the study indicate the need to improve the existing channel. Repair through efforts to deepen the trenches and hold widening or normalization. Also, the depth of the new channel is needed to make an automatic door so that the water can be grounded to maintain the availability of water in the ground.</p> Hari Wibowo Copyright (c) 2020 Hari Wibowo Mon, 20 Apr 2020 14:25:58 +0000 Studi Pemanfaatan Limbah Beton Mutu Tinggi pada Campuran Asphalt Concrete Binder Course (AC-BC) <p>The purpose of this research is to find out whether the modification of asphalt used with high quality of concrete waste as coarse substitute aggregate of Asphalt Concrete - Binder Course (AC – BC). In this study, the researcher used high quality of concrete waste fc’ 42, fc’ 47, fc’ 50, each waste concrete quality will be mixed with asphalt bitumen contents 5%, 5.5 %, 6 %, 6.5, and 7%. This research used the Marshall test method to determine stability value, flow value, Void In Mix (VIM), Void In Mineral Aggregate (VMA), Void Filled With Asphalt (VFA). AC - BC with high quality of concrete waste fc'42 obtained for the best bitumen content obtained is 7%, with a stability value of 1491.705 kg, flow 4.264 mm, MQ 343.465, VIM 9.190%, VFA 34.425%, VMA 15.067%. AC - BC with high quality of concrete waste fc'47 was obtained for the best asphalt content obtained was 7%, with stability values ​​1551.715 kg / mm, flow 4.587 mm, MQ 339.122, VIM 5.530%, VFA 63.308%, VMA 14.235%.The best results of the Marshall test were obtained at the high quality of concrete waste fc'50, asphalt content obtained is 7%, with the stability of 1616.145 kg, flow 4.859 mm, MQ 333.720, VIM 5.116%, VFA 55.597%, VMA 13.226%. Referring to the obtained research test, the values of stability match with Bina Marga standard value, namely 800 kg, but VFA value, VIM, and flow are not of Bina Marga standard values. In addition, VMA vales fulfilling Bina Marga standard values are concrete waste fc’42 and fc’47 with the scale 14%. The researcher hopes that this research will be the guideline in making a mixture of asphalt concrete binder courses with the replacement of coarse aggregate using concrete waste and to inspire people in utilizing concrete waste in technical aspects.</p> Ika Sulianti Copyright (c) 2020 Ika Sulianti Mon, 20 Apr 2020 16:50:03 +0000 Kajian Stabilitas Lereng dengan Perkuatan Geotekstil dan Dinding Penahan Tanah Kantilever di Ruas Jalan Padang-Lb. Selasih Sumatera Barat <p>A typical relatively steep slope makes the Lb. Selasih – Bts. Kota Padang KM.29+650 experienced a landslide in 2017. So, it is necessary to strengthen the slope to overcome the landslide. Alternative slope reinforcement used is reinforcement using cantilever retaining walls or geotextiles. Slope stability analysis before and after were analyzed using the Slope/W program. The output produced by Slope/W program is the value of the safety factor. The safety factor value for the state of the original slope is 1.100. It shows that the slope in the original condition is unstable and vulnerable to landslide hazards. The retaining wall has a height of 11 m and a base plate width of 8 m. The results of the analysis showed that the cantilever retaining wall securely with stands shear, rolling, and bearing capacity of the subgrade with a safety factor value of 1.620; 1.550; 2.160, while geotextile reinforcement has a height of 16 m and an ultimate tensile strength of 200 kN / m. The results of the analysis showed that the reinforcement of the geotextile safely sliding, stability, and bearing capacity of the subgrade with a safety factor value of 1.600; 2.330; 2.860. Both of these reinforcements are safe to stabilize the slope by increasing the value of the slope safety factor by 2.235 for strengthening the cantilevered retaining wall and 2.279 for strengthening the geotextile.</p> Syahril Alzahri, Adiguna, Bimo Brata Adhitya, Yulindasari Sutejo, Reffanda Kurniawan Rustam Copyright (c) 2020 Syahril Alzahri, Adiguna, Bimo Brata Adhitya, Yulindasari Sutejo, Reffanda Kurniawan Rustam Mon, 27 Apr 2020 10:30:43 +0000 Peningkatan Kapasitas Tempat Penampungan Sementara (TPS) Ciroyom Menjadi Stasiun Peralihan Antara (SPA) Berskala Kawasan di Kecamatan Andir, Kota Bandung <p>Ciroyom TPS is one of the waste facilities in Andir Sub-district. Ciroyom TPS is managed by PD Kebersihan Kota Bandung which works as temporary solid waste collection from residential and Ciroyom Market. The large area of the TPS Ciroyom service area, which is 5 out of 6 villages that produce large amounts of waste that reaches 45.43 tonnes/day. It makes the amount of waste transportation from TPS to TPA reach 12 ritation/day. The distance from TPS (Tempat Penampungan Sementara) Ciroyom to Sarimukti Regional Landfill which requires 44 km is a major consideration needed by the Waste Transfer Station (SPA, Stasiun Peralihan Antara) for regional scale. SPA takes in reducing the volume of waste so that it can reduce the ratio of garbage transportation to landfill (TPA, Tempat Pemrosesan Akhir). With adequate land area, TPS Ciroyom has the potential to improve its function to become SPA for regional scale. Through the analysis of several alternative concepts and development scenarios, the amount of waste generated will be managed at the SPA Ciroyom for the next 10 years. The main facilities designed at the SPA Ciroyom for regional scale are waste compaction units resulting in volume reduction with the vertical compression method. Through solidification of waste, residual waste classified as residues is expected to reduce the volume by 60-70%. In addition, other facilities are provided which are designed at Ciroyom Area Scale SPA such as waste sorting facilities using conveyor belts, organic waste processing with open windrow systems, and inorganic waste recovery facilities that still have selling points.</p> I Made Wahyu Widyarsana, Oloan Ivan Daniel Copyright (c) 2020 I Made Wahyu Widyarsana, Oloan Ivan Daniel Sun, 10 May 2020 13:18:47 +0000 Delineasi DAS dan Elemen Model Hidrologi Menggunakan HEC-HMS Versi 4.4 <p>The watershed delineation process is needed and has an essential role in various water resource projects. This study aims to examine the GIS processing function embedded in the latest HEC-HMS software version 4.4 for the delineation of watershed and elements of the hydrological model. In comparison, watershed delineation was also carried out by using ArcGIS software. The area of study is the Bendung subbasin located in Palembang City, where terrain data used is a National DEM data with a spatial resolution of 8 m (0.27 arc-second). The results showed that the boundaries and area of the watershed produced by HEC-HMS 4.4 and ArcGIS showed the same characteristics. The river network produced by the two software shows a slight difference even though the flow patterns are similar. It shows that the level of accuracy and quality of the delineation produced by the HEC-HMS 4.4 is excellent. Besides, elements of the hydrological model can be generated automatically which is not found in previous versions. It allows users to more quickly simulate detailed hydrological models with a large number of elements. Therefore, the use of GIS functions in HEC-HMS 4.4 must be encouraged for various analysis purposes in water resources projects.</p> M. Baitullah Al Amin, Mona Foralisa Toyfur, Widya Fransiska, Ayu Marlina Copyright (c) 2020 M. Baitullah Al Amin, Mona Foralisa Toyfur, Widya Fransiska, Ayu Marlina Wed, 03 Jun 2020 17:42:50 +0000 Identifikasi Kawasan Potensial Untuk Penerapan Sistem Rainwater Harvesting (RWH) di Kota Palembang dengan Pendekatan Geographic Information System (GIS) <p>Rainwater harvesting system (RWH) implementation may be a solution to maximize the water availability and reduce the runoff volume in Palembang City. For successful implementation, it is necessary to identify potential areas for RWH implementation. This study aims to identify areas in Palembang that are potential for implementing the RWH system. An analysis of parameters that affect the classification also conducted. This study used a geographic information system (GIS) approach using rainfall, slope, land use, and soil type parameters which are structured in a hierarchy using the analytical hierarchy process (AHP). Based on the weighted overlay method, it can be concluded that &nbsp;a very potential area for RWH implementation dominated with a wet area, flat slope, dense residential area and the type of soil which is not susceptible to infiltration. Whereas the medium and non-potential areas are dominated by steep and very steep slopes as well as unoccupied land use. Areas of high potential and potential reach 18.17% and 66.14% respectively. While the medium and not the potential is 13.66% and 2.03%. Areas of great potential are in the Buah, Kidul, Sekanak, Sriguna, Bendung, and Selinca Sub Watershed. Non-potential areas are only available in small area in DAS Gandus, Gasing, and Lambidaro Sub Watershed.</p> Imroatul Chalimah Juliana, Febrinasti Alia, M. Ichwanul Falah, Taufik Ari Gunawan Copyright (c) 2020 Imroatul Chalimah Juliana, Febrinasti Alia, M. Ichwanul Falah, Taufik Ari Gunawan Wed, 03 Jun 2020 18:06:24 +0000 Analisis Profil Dasar Saluran Untuk Mengurangi Kecepatan Aliran Pada Pengalihan Sungai <p>In coal mining activities, it is often found that coal reserves are located in layers far from the land surface, and can be located far below the riverbed. In such conditions, the choice that is often taken is to move the river flow. Displacement of river flows in accordance with the regulations allowed has its own challenges to minimize the risks that will occur to the environment. The aim of the study is to design the basis of a new channel to reduce the speed of the river flow, so that the function and sustainability of river use as an ecological function is not disturbed. The method used is to analyze the origin of the river channel discharge and design the dimensions of the diversion river channel. The results obtained, with forecasts of a 50 year return peak flood period of 104.17 m<sup>3</sup> / sec and with a divergence in the elevation of the diverting river channel of 18.9 m between the planned upstream and downstream along the 6,212.7 m, then to avoid massive scouring at channel base, a maximum flow rate of 10 m / sec and a minimum of 0.8 m / sec with a channel bottom of &nbsp;0.0005% is recommended. For this reason the base profile of the canal is trapped at a distance of 500 m, with an elevation difference of 0.25 m. To maintain ecological sustainability, the dimension of the diversion river channel is maintained the same as the original river, b = 8m, H = 3.5m, and H : V = 1.5: 1.</p> Dinar Dwi Anugerah Putranto, Agus Lestar Yuono, MA Muzakki Effendi Copyright (c) 2020 Dinar Dwi Anugerah Putranto Mon, 08 Jun 2020 01:48:19 +0000 Efektifitas Pengendalian Banjir dengan Embung: Studi Kasus Taman Firdaus Universitas Sriwijaya <p>Flood is triggered by a decrease in catchment areas due to an increase in population, activities, and land requirements, both for settlements and economic activities. The flood occurs annually during the wet season at downstream of the campus of Sriwijaya University. In 2019, the downstream swampy land of about 100 ha was excavated and functioned as a retention basin or small reservoir called Embung. The reservoir at Taman Firdaus, Sriwijaya University, was designed by using spillway's top elevation at +5.00m. The objective of the research was to analyze the effectivity of the reservoir on the flood water level of the Kelekar river. One dimensional modelling was used to model the hydraulic routing through small reservoir and Kelekar river. Based on the results of the modeling, it can be seen that the reservoir at Taman Firdaus Universitas Sriwijaya could hold water as much as 1.446.409,39 m<sup>3</sup>, and lower the flood water level in the Kelekar River by approximately 1 to 1.5 meters.</p> Deny Ferdian, Anis Saggaff, Sarino Copyright (c) 2020 Deny Ferdian, Anis Saggaff, Sarino Tue, 07 Jul 2020 15:47:22 +0000