Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil最新文献_第4页

Analisis Kapasitas Struktur Dinding Squat Wall (Studi Kasus Underpass Pompa Sentiong Jakarta) 深蹲壁结构分析(常胜抽水机分析情况)

Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Pub Date : 2021-11-25 DOI: 10.35139/cantilever.v10i2.101

A. Costa, Bimo Bimo, Kencana Verawati Vera

{"title":"Analisis Kapasitas Struktur Dinding Squat Wall (Studi Kasus Underpass Pompa Sentiong Jakarta)","authors":"A. Costa, Bimo Bimo, Kencana Verawati Vera","doi":"10.35139/cantilever.v10i2.101","DOIUrl":"https://doi.org/10.35139/cantilever.v10i2.101","url":null,"abstract":"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 3m 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.","PeriodicalId":338977,"journal":{"name":"Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil","volume":"2592 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-11-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128814350","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Evaluasi Kinerja Struktur Gedung Bertingkat Menggunakan Pendekatan Desain Berbasis Kinerja 使用基于绩效的设计方法来评价高层建筑的性能

Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Pub Date : 2021-11-25 DOI: 10.35139/cantilever.v10i2.110

Saifulloh Fatah Pangestu, M. M. Pratama

{"title":"Evaluasi Kinerja Struktur Gedung Bertingkat Menggunakan Pendekatan Desain Berbasis Kinerja","authors":"Saifulloh Fatah Pangestu, M. M. Pratama","doi":"10.35139/cantilever.v10i2.110","DOIUrl":"https://doi.org/10.35139/cantilever.v10i2.110","url":null,"abstract":"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, Ω0, and Cd) than that of SNI 1726:2019, indicating that the building performance is good and capable of withstanding the design earthquake load.","PeriodicalId":338977,"journal":{"name":"Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-11-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131414497","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Karakteristik Mortar Polimer Epoxy Resin Dengan Fiberglass 树脂砂浆聚合物环氧树脂灯安玻璃纤维

Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Pub Date : 2021-11-24 DOI: 10.35139/cantilever.v10i2.114

Bambang Utomo, Siti Aisyah Nurjannah, Saloma

{"title":"Karakteristik Mortar Polimer Epoxy Resin Dengan Fiberglass","authors":"Bambang Utomo, Siti Aisyah Nurjannah, Saloma","doi":"10.35139/cantilever.v10i2.114","DOIUrl":"https://doi.org/10.35139/cantilever.v10i2.114","url":null,"abstract":"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/m3. 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).","PeriodicalId":338977,"journal":{"name":"Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil","volume":"38 4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-11-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126745262","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Karakteristik Sifat Fisik Tanah Gambut Ogan Komering Ilir 泥炭沼泽商业土壤的物理特征

Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Pub Date : 2021-11-24 DOI: 10.35139/cantilever.v10i2.107

Siti Muslikah, Ida Yuliana

引用次数: 0

Penilaian Kawasan Perumahan dengan Pendekatan Konsep Berkelanjutan (Greenship Neighborhood Assessment)

Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Pub Date : 2021-08-05 DOI: 10.35139/cantilever.v10i1.98

Sapitri, Zarnold Aziz

{"title":"Penilaian Kawasan Perumahan dengan Pendekatan Konsep Berkelanjutan (Greenship Neighborhood Assessment)","authors":"Sapitri, Zarnold Aziz","doi":"10.35139/cantilever.v10i1.98","DOIUrl":"https://doi.org/10.35139/cantilever.v10i1.98","url":null,"abstract":"Global warming and environmental degradation are still being issues in various countries, including Indonesia. It has been causing the climate change. In 2015 the United Nations started a program called Sustainable Development Goals (SDGs). One of the goals was to tackle climate change. In order to encourage the implementation of SDGs, an effort that could conduct was the realization of green housing areas. An assesment is needed to make sure that sustainable development in neighborhood is implemented well and correct. Green Building Council Indonesia (GBCI) has published a rating system called Greenship Neighborhood as a reference for assessing the concept of sustainable development neighbourhood. The purpose of this study was to find out how the implementation of Greenship Neighbourhood and how much value is achieved in Citraland residential area. The method that used were descriptive qualitative and quantitative. Descriptive qualitative was a description of the research object conditions, while descriptive quantitative was output assessments numbers based on the Greenship Neighborhood assessment tool. There were seven aspects that assessed i.e. land ecological enhancement, movement and connectivity, water management and conservation, solid and material waste, community wellbeing strategy, buildings and energy, and innovation future development. The results of research showed that there were six of the seven assessment categories have been applied in the object area. Generaly, the total value is 36 out of 124, with percentage achieved 29%. Based on these result, Citraland Pekanbaru residential area did not meet the minimum standard for the application of Greenship Neigborhood according to GBCI.","PeriodicalId":338977,"journal":{"name":"Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil","volume":"26 5","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-08-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"120858700","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Indeks dan Tingkat Risiko Bahaya Longsor pada Ruas Jalan Nasional di Kabupaten Kerinci dan Kota Sungai Penuh, Provinsi Jambi

Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Pub Date : 2021-07-16 DOI: 10.35139/CANTILEVER.V10I1.97

M. Sari, M. F. Toyfur, Febrian Hadinata

{"title":"Indeks dan Tingkat Risiko Bahaya Longsor pada Ruas Jalan Nasional di Kabupaten Kerinci dan Kota Sungai Penuh, Provinsi Jambi","authors":"M. Sari, M. F. Toyfur, Febrian Hadinata","doi":"10.35139/CANTILEVER.V10I1.97","DOIUrl":"https://doi.org/10.35139/CANTILEVER.V10I1.97","url":null,"abstract":"The Regency of Kerinci and The City of Sungai Penuh are areas that prone to landslides. In 2021 and 2021, were 13 landslides on national road sections in both, which disrupted access to both areas. This study aims to calculate the index and determine the risk level of landslides on roads and bridges on national roads in both regions. Assessment methods and variables are taken based on the Guidelines for the Implementation of Risk Analysis for Natural Disasters Affecting Roads and Bridges. The index and risk level assessment are carried out by analyzing the risk factors for landslides, namely: hazard, exposure, vulnerability, external context, and capacity. The mapping of landslide risk based on Geographic Information Systems is based on scoring and weighting in all parameters, as well as overlays among all the constituent parameters. Based on the results of the study on ten national roads (with a total road length of 82.50 km) in the study area into two classes, namely: (a) low class (= 8.72%) on 7 roads located within the city, and (b) medium class (= 91.28%) on three roads connecting the cities.","PeriodicalId":338977,"journal":{"name":"Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil","volume":"42 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127270591","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Analisis Peningkatan Kualitas Permukiman Kumuh di Desa Loh Sumber Kabupaten Kutai Kartanegara

Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Pub Date : 2021-07-16 DOI: 10.35139/CANTILEVER.V10I1.83

Lisa Astria Milasari, Faizal Baharuddin, Rusdi Doviyanto

{"title":"Analisis Peningkatan Kualitas Permukiman Kumuh di Desa Loh Sumber Kabupaten Kutai Kartanegara","authors":"Lisa Astria Milasari, Faizal Baharuddin, Rusdi Doviyanto","doi":"10.35139/CANTILEVER.V10I1.83","DOIUrl":"https://doi.org/10.35139/CANTILEVER.V10I1.83","url":null,"abstract":"Population growth is a high primary need, one of which is the need for housing. The existence of slum settlements in the Kutai Kartanegara Regency has an indication of social and environmental problems. From the results of the location justification that the densest slum area is in Loh Sumber Village in RT. 02 and RT. 03 with a land area of 5.31 hectares. This study aims to provide input through the concept of improving the quality of slum settlements, with the research approach used is a rationalistic approach, based on truth. The research method is in the form of a qualitative descriptive study, with the answer to an ongoing problem. The research indicators and variables are (1) the physical condition of the building, with the variables of building density and building quality; and (2) The condition of facilities and infrastructure, with variables of road environmental quality, environmental drainage, quality of drinking water network, solid waste management, quality of wastewater and sanitation, and public street lighting. The results of the discussion are the concept of rejuvenation in the form of the use of building roof materials, and the use of wood types as building materials with strong resistance to air, repair of environmental roads with concrete and paving blocks, by changing the direction of the directions. as a street name marker, improve the quality and quantity of the system. clean water, manufacture of wastewater from IPAL / IPLT, determine the location of TPS, and public street lighting. The need for local government cooperation in implementing community needs and involving the active role of the community in maintaining a clean and safe residential environment.","PeriodicalId":338977,"journal":{"name":"Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil","volume":"35 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131792620","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Perencanaan Perhitungan AKNOP Pada Daerah Irigasi Mrican Sebagai Upaya Peningkatan Kinerja Irigasi 计划Mrican灌溉区域的AKNOP计算，以提高灌溉性能

Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Pub Date : 2021-05-18 DOI: 10.35139/CANTILEVER.V10I1.84

Erna Tri Asmorowati, Diah Sarasanty

{"title":"Perencanaan Perhitungan AKNOP Pada Daerah Irigasi Mrican Sebagai Upaya Peningkatan Kinerja Irigasi","authors":"Erna Tri Asmorowati, Diah Sarasanty","doi":"10.35139/CANTILEVER.V10I1.84","DOIUrl":"https://doi.org/10.35139/CANTILEVER.V10I1.84","url":null,"abstract":"Food security is one of the targets of the Sustainable Development Goals that must be achieved by 2030. One of the problems faced in achieving this target is the decrease in the function of irrigation infrastructure by ± 70%, resulting in the reduced water supply to agricultural land. The purpose of this research is to recalculate the operational and maintenance needs of the Mrican Irrigation Area by the applicable regulations and the current conditions of the study area for the needs of the 2021 budget year.The research was conducted in the Mrican Irrigation Area with an area of 30,341 ha located in 3 districts, namely Kediri, Nganjuk and, Jombang. The result of optimization calculation of personnel for operational activities and maintenance of irrigation networks in the Mrican Irrigation Area is 577 people. The length of the carrier line is 366 km and the drainage is 248 km long. The number of waterworks as many as 966 units. The results of calculations and analyzes that have been carried out, it is found that the amount of the Operational and Maintenance Real Needs of Mrican Irrigation Area for the irrigation operational management component is Rp. 6,329,767,232, the component of surface irrigation operation costs Rp. 31,490,208,724, and the maintenance component of the surface irrigation network is Rp. 22,685,844,371. The total cost of the Operational and Maintenance Real Needs of Mrican Irrigation Area is Rp. 60,505,820,327.","PeriodicalId":338977,"journal":{"name":"Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil","volume":"78 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-05-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128429650","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Ketersediaan dan Pola Pemberian Air pada Daerah Irigasi Endikat Bengkok 弯曲肠灌溉区域的可用性和给水模式

Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Pub Date : 2020-12-15 DOI: 10.35139/cantilever.v9i2.28

Reni Andayani, Ayu Marlina

{"title":"Ketersediaan dan Pola Pemberian Air pada Daerah Irigasi Endikat Bengkok","authors":"Reni Andayani, Ayu Marlina","doi":"10.35139/cantilever.v9i2.28","DOIUrl":"https://doi.org/10.35139/cantilever.v9i2.28","url":null,"abstract":"Endikat Bengkok irrigation area located in Muara Enim with area of 1,140 ha. The Endikat Bengkok Irrigation channel used to irrigate rice fields in four villages, namely Segamit, Siring Agung, Arimantai and Fajar Bulan, districts of Semendo Barat Ulu. The source of irrigation water are available in the Endikat Bengkok River, which is a subsidiary of the Lematang River. The purpose of this study was to analyze the water availibility in the Endikat Bengkok River for the adequacy of the Endikat Bengkok Irrigation Area, and the appropriate water provision group. Primary data was collected in the form of the planting group, secondary data in the form of rainfall data and climatological data. The calculation of evapotranspiration used the Penman method and the calculation of water availability used the F.J. Mock. From the calculation of water availability showed that the maximum value occurred in April amounted to 48.15 m3 / s and the minimum value occurred in October amounted to 2.23 m3 / s. The availability of water for irrigation (80% dependable flow) is not sufficient to irrigate the entire Endikat Bengkok Irrigation Area. The most suitable water supply group by rotating based on the provisions of the irrigation planning criteria.","PeriodicalId":338977,"journal":{"name":"Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil","volume":"423 2","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-12-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134064436","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Pengaruh Penambahan Pasir Terhadap Daya Dukung Subgrade Jalan 加沙对街道代用品的影响

Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Pub Date : 2020-12-14 DOI: 10.35139/cantilever.v9i2.42

Yudha Fardyansah, Nurly Gofar

{"title":"Pengaruh Penambahan Pasir Terhadap Daya Dukung Subgrade Jalan","authors":"Yudha Fardyansah, Nurly Gofar","doi":"10.35139/cantilever.v9i2.42","DOIUrl":"https://doi.org/10.35139/cantilever.v9i2.42","url":null,"abstract":"The performance of flexible pavement is highly influenced by the quality of subgrade material. In Palembang, the foundation soil is usually consisted of clay which is sensitive to change in water content caused by rainfall as well as inundation. This paper presents results of laboratory study on the effect of adding sand to clay to be used as subgrade material for urban roads. California Bearing Ratio (CBR) values were used as indication of strength improvement of the subgrade in unsoaked and soaked conditions. The suitability of the stabilized soil for use as subgrade of pavement construction in response to normal and inundated conditions was further assessed through field verification using Dynamic Cone Penetrometer. Results of both laboratory and field studies indicated that addition of 21% sand by dry weight give the most improvement in terms of CBR value. In this case, the CBR unsoaked increased from 8% to 18% while the CBR soaked increased from less than 3% to 8%. Field verification showed that the CBR of compacted natural soil decreased from 8% to 2% after rainfall while the CBR of the sand stabilized soil decreased from 17% to 8%. Thus the sand stabilized clay is expected to perform adequately even after subjected to rainfall and inundation.","PeriodicalId":338977,"journal":{"name":"Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil","volume":"58 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-12-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125458635","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 2