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. Edi Kadarsa, 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 on 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> Department of Civil Engineering and Planning, Faculty of Engineering, Sriwijaya University en-US Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil 1907-4247 <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> Karakteristik Mortar Polimer Epoxy Resin Dengan Fiberglass <p>Nowadays, the developments of technology in construction are progressing very rapidly, one of which is mortar without using cement material. This encourages the development of concrete and mortar technology so that it can be widely used to repair structural or non-structural damages. In these conditions, a binder is needed in the form of an epoxy resin polymer with added fiberglass to get a strong material result in a short time. A mixture of 75% sand and 25% epoxy resin from the volume of the test object resulted a mortar compressive strength of 35.50 MPa with a specific gravity of 1.505 kg/m<sup>3</sup>. The results showed that the variation of the compressive strength of the epoxy resin mortar without fiber was higher than the variation with fiberglass. This was due to the addition of fiberglass reducing the composition of the percentage of epoxy resin which results in reduced bonding power in the mixture. The flexural strength of a mortar with variations using fiberglass was 8 MPa and showed the best performance, although the difference was not too far from the variation without fiberglass. This was because the addition of fiberglass can reduce cracks, so that the fibers can bind well. The tests had been carried out including tests of the compressive strength, flexural strength, and Scanning Electron Microscope (SEM)<em>.</em></p> Bambang Utomo Siti Aisyah Nurjannah Saloma Copyright (c) 2021 Bambang Utomo, Siti Aisyah Nurjannah, Saloma 2021-11-24 2021-11-24 10 2 73 78 10.35139/cantilever.v10i2.114 Karakteristik Sifat Fisik Tanah Gambut Ogan Komering Ilir <p>Some areas of South Sumatra Province are peatlands scattered in the eastern part, starting from the districts of Musi Rawas, Musi Banyuasin, Ogan Komering Ilir, Muaraenim, and Banyuasin. Around 769,000 hectares of peatland are located in the Ogan Komering Ilir Regency area. Ogan Komering Ilir Regency is an area prone to forest fires. Therefore, it is necessary to conduct research on the characteristics of peat soils in the Ogan Komering Ilir area so that they can be used as consideration in efforts to prevent peatland fires. Sampling was carried out in Kotarayo Village, (Kayuagung District), SP 1 (Pedamaran Timur District), and Tulung Selapan Ilir Village (Tulung Selapan District). Peat soil samples were taken with ASTM D 7015-04 guidelines, and the physical properties of peat soil were tested for samples from the three locations. Based on its physical properties, peat soil samples are classified according to ASTM D4427-84. From the results of the research on peat soils in Kayuagung, Tulung Selapan, and Pedamaran Timur sub-districts, Ogan Komering Ilir Regency, peat soil samples can be classified as sapric-peat soil.</p> Siti Muslikah Ida Yuliana Copyright (c) 2021 Siti Muslikah, Ida Yuliana 2021-11-24 2021-11-24 10 2 79 84 10.35139/cantilever.v10i2.107 Analisis Kapasitas Struktur Dinding Squat Wall (Studi Kasus Underpass Pompa Sentiong Jakarta) <p>There is a potential overflow of a river during rain, resulting in water levels raised beyond normal water levels in the Sentiong Underpass Area, Jakarta in which is one of the strategic locations in Central Jakarta. To guarantee and maximize water flow in the Sentiong Underpass area, a water discharge regulatory system was created to be the form of underground wall structures equipped with pump houses. This wall structure is made of reinforced concrete structures underground at ± 3 m depth. This research aims to evaluate and analyze the underground wall capacity with reference to principles designed by SNI 2847-2013 and SNI 1727-2013. Analysis of data used based on field data including soil test parameters and vehicle traffic. Structural analysis which used is Computer Program (STAADPro), then based on the data obtained from the results of analysis and evaluation can be determined magnitude of displacement and dimensions of the reinforcement. The wall structure in Sentiong Area, Jakarta was planned to use K-300 concrete as high as 3 m underground, 40 cm of wall thickness, bottom floor thickness 40 cm, and upper floor thickness 20 cm. The total length of this underground wall structure was planned 32 m. Based on the results of the analysis, it was found that displacement and capacity structure qualified safely with design steel reinforcement diameters of D13 mm and D16 mm.</p> Anthony Costa Bimo Brata Adhitya Bimo Kencana Verawati Vera Copyright (c) 2021 Anthony Costa, Bimo Brata Adhitya Bimo, Kencana Verawati Vera 2021-11-25 2021-11-25 10 2 85 89 10.35139/cantilever.v10i2.101 Evaluasi Kinerja Struktur Gedung Bertingkat Menggunakan Pendekatan Desain Berbasis Kinerja (Studi Kasus: Gedung Pendidikan Rangka Beton Bertulang 7 Lantai) <p>In Indonesia, earthquake-resistant structures are governed by SNI as design codes, which are updated on a regular basis. As a result, existing buildings with outdated requirements must be reviewed so that the building's performance may be assessed in light of the most recent codes. Pushover analysis and direct displacement-based design are used to characterize the real condition of the building in order to assess its performance. The 7-story reinforced concrete building structure in this study was designed according to SNI 03-2847-2002 and SNI-1726-2002. This structure will be evaluated utilizing the FEMA 440 and FEMA 356 procedures, as well as SNI 1726:2019. The results show that the structure meets the minimal performance limit criteria (which is life safety) in terms of displacement and drift values from the pushover analysis, based on FEMA 356 and FEMA 440 performance levels. The evaluation indicates better structural response parameter values (R, Ω<sub>0</sub>, and Cd) than that of SNI 1726:2019, indicating that the building performance is good and capable of withstanding the design earthquake load.</p> Saifulloh Fatah Pangestu M Mirza Abdillah Pratama Copyright (c) 2021 Saifulloh Fatah Pangestu , M Mirza Abdillah Pratama 2021-11-25 2021-11-25 10 2 91 100 10.35139/cantilever.v10i2.110 Identifikasi dan Karakteristik Kebutuhan Transportasi Perkotaan Kraksaan di Kabupaten Probolinggo <p>Urban public transport describes part of the urban transportation system that plays a very significant role in supporting public mobility. This role makes urban public transportation a very strategic aspect and is expected to be able to accommodate all population activities. The Kraksaan Urban Area is the capital of Probolinggo Regency which is the center of regional activities, both the center of government, the center of trade, and various other economic activities. The purpose of this study is to determine the trip generation and trip attraction (passengers) of the need for urban public transportation, identify route network plans for urban public transportation, identify potential locations for supporting urban public transportation facilities, and direction on the operational performance of urban public transportation. The approach taken is a planning approach, a policy approach related to the development of transportation facilities, a regional approach and a growth approach. The data analysis methods used are passenger characteristics analysis, trip generation and attraction analysis, trip distribution analysis, analysis of public transport operational performance, evaluation of public transport services and SWOT analysis. The result of this research is the characteristics of 71% of the people stating their willingness to change modes and the remaining 29% are not willing. The largest attraction for movement based on the number of facilities is in Patokan, Kraksaan Wetan and Semampir Villages. The external zone of the community comes from outside the Kraksaan District, namely Dringu, Pajarakan, Tegal Siwalan, Gending and Banyuanyar Districts. Zone division based on the planned urban public transportation route in the Kraksaan District Urban Area is divided into two zones, namely the northern and southern zones. Based on the SWOT results, the identification of internal and external factors that affect the performance of public transportation in Urban Kraksaan is obtained.</p> Rifky Aldila Primasworo M. Sadillah Copyright (c) 2021 Rifky Aldila Primasworo, M. Sadillah 2021-12-08 2021-12-08 10 2 101 110 10.35139/cantilever.v10i2.104 Analisis Perilaku Material dan Komposisi Engineered Cementitious Composite : Review Studi <p>Engineered Cementitious Composite (ECC) concrete or micromechanical modeled concrete using analysis of a mixture of fiber and other added materials can produce a tensile strain capacity of up to three hundred to five hundred times compared to the strain capacity of conventional concrete. A review related to several studies that have been carried out previously on the properties of ECC and their constituent materials is presented in this paper. The behavior of the material is reviewed as an investigation parameter followed by determining the composition of the mixture, namely the effect of the water-cement ratio, the shape and length of the fiber and the addition of additives. The fiber volume fraction review was limited to between 2% to 3%, which resulted in outstanding tensile strain behavior. As it is known, ECC has an excellent capacity in terms of strain behavior which is accompanied by a large number of mico cracking patterns. ECC crack widths are usually predominantly less than 100 μm. ECC behavior is closer to that of steel which can bend or be ductile, whereas conventional concrete is brittle.</p> Indra Komara Priyo Suprobo Faimun Faimun Data Iranata Copyright (c) 2021 Indra Komara, Priyo Suprobo, Faimun Faimun, Data Iranata 2022-03-16 2022-03-16 10 2 111 118 10.35139/cantilever.v10i2.103 Pengaruh Pasang Surut Terhadap Profil Muka Air Banjir Bantaran Sungai Musi Kota Palembang <p>Palembang is famous for the Musi River with a length of 460 km. The area along the river border is vulnerable to the impact of floods, this is the same thing that occurs in the Gandus District, which is mostly located on the banks of the Musi River. Analysis of the flood water level profile along the banks of the Musi River, which is affected by the tides is needed to find out how big the impact of flooding in the study area is. It aims to determine the type of tide, the amount of flow discharge, and simulation of river water level. Primary data was taken using a current meter to determine the speed of river flow. Some of the secondary data needed are river channel topographic data, rainfall data for 10 years, channel cross-section data and Musi River level data. The analysis was carried out in the form of a simulation of flood water level with the help of the HEC-RAS 5.0.7 program. The tidal type of the Musi River is based on the results of the study in the form of Diurnal Tide, with a watershed area of 2.2 km<sup>2</sup> in Gandus District, the runoff discharge is 280.34 m<sup>3</sup>/s. The simulation results with the help of the HEC-RAS program obtained an average runoff height on the Musi River border of 2.7 m. The high runoff from the simulation can have a negative impact on the surrounding community, so there needs to be serious handling for flood control.</p> Reni Andayani Ayu Marlina Copyright (c) 2021 Reni Andayani, Ayu Marlina 2022-03-16 2022-03-16 10 2 119 126 10.35139/cantilever.v10i2.105 Pengaruh Kondisi Tanah Terhadap Kerusakan Dengan Menggunakan Metode Road Condition Index (RCI) Pada Ruas Jalan Pronoyudo Kecamatan Junrejo-Kota Batu <p>Subgrade with poor strength and stability would cause the pavement to deform and crack easily. Different locations have different subgrade conditions. Different soil characteristics in different locations call for different treatment or stabilization measures. Poor subgrade strength is observed in Pronoyudo Street in Junrejo Sub-District, Batu City. This is evidenced by the cracked and chipped asphalt surface. The method used to determine the type and level of road damage in the study was Road Condition Index (RCI), while subgrade strength or CBR (California Bearing Ratio) was determined using DCP. In addition, sieve analysis was also performed for foundation material as well as testing water content and subgrade plasticity. Observations were made along 1,000 m (1 km) which was divided into 200 sq m. The analysis results showed a mean Road Condition Index (RCI) of 6.96% and the mean CBR value using the DCP tool was 2.48% (&lt; 5%) with a DDT value of 3.39. A routine or periodic maintenance program is deemed to be the right management method for Pronoyudo Street in Junrejo Sub-District in Batu City. Therefore, overall, the program that has been carried out for road maintenance is in accordance with the results of research analysis and Public Works Ministerial Decree No. 13/PRT/M/2011.</p> Muhammad Sadillah Andy Kristafi Arifianto Deojinda A. M. Amaral Copyright (c) 2021 Muhammad Sadillah, Andy Kristafi Arifianto, Deojinda A. M. Amaral 2022-03-29 2022-03-29 10 2 127 134 10.35139/cantilever.v10i2.116