JURNAL TEKNIK SIPIL CENDEKIA (JTSC)最新文献

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ANALISIS KINERJA LALU LINTAS PADA PEMBANGUNAN JEMBATAN CIPAMURUYAN 分析CIPAMURUYAN桥建设的交通性能
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Pub Date : 2022-02-21 DOI: 10.51988/jtsc.v3i1.40
Muhamad Agung Rahman, Nunu Nugraha
{"title":"ANALISIS KINERJA LALU LINTAS PADA PEMBANGUNAN JEMBATAN CIPAMURUYAN","authors":"Muhamad Agung Rahman, Nunu Nugraha","doi":"10.51988/jtsc.v3i1.40","DOIUrl":"https://doi.org/10.51988/jtsc.v3i1.40","url":null,"abstract":"The construction of Cipamuruyan Bridge will result in increase in the traffic load. The traffic load due to the construction of the Cipamuruyan Bridge will have an impact on the performance of road network services around the construction area. Traffic performance analysis is prepared to anticipate traffic impacts that arise around the Cipamuruyan Bridge construction area. \u0000This research was carried out at the location of the planned Cipamuruyan Bridge construction on the Bogor – Sukabumi road. The data used is the volume of traffic on the Bogor - Sukabumi road which was surveyed on weekends and weekdays. \u0000The results of traffic performance analysis show that the value of the Degree of Saturation (DS) is almost the same between the current condition and the condition at the time of construction with the service level of the degree of saturation being D and E for weekends and weekdays. Meanwhile, the value of the Degree of Saturation (DS) for the current condition compared to the condition when the bridge was operational decreased by 0.481 for weekends and 0.519 for weekdays with the level of service level of saturation being B.","PeriodicalId":282558,"journal":{"name":"JURNAL TEKNIK SIPIL CENDEKIA (JTSC)","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-02-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132455726","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 FAKTOR-FAKTOR PENYEBAB PEKERJAAN ULANG (REWORK) PADA PROYEK KONSTRUKSI BANGUNAN GEDUNG DI KOTA KUPANG 造成古邦市建筑施工项目返工的因素分析
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Pub Date : 2022-02-21 DOI: 10.51988/jtsc.v3i1.44
Gregorius Pius Usboko, Sebastianus Baki Henong
{"title":"ANALISIS FAKTOR-FAKTOR PENYEBAB PEKERJAAN ULANG (REWORK) PADA PROYEK KONSTRUKSI BANGUNAN GEDUNG DI KOTA KUPANG","authors":"Gregorius Pius Usboko, Sebastianus Baki Henong","doi":"10.51988/jtsc.v3i1.44","DOIUrl":"https://doi.org/10.51988/jtsc.v3i1.44","url":null,"abstract":"Implementation of a building construction project carried out through a certain management system. The project has a predetermined schedule and implementation plan. Common things that will occur if they are not in accordance with the schedule and implementation plan are delays in project implementation time and implementation costs. One of the factors causing the delay is due to rework activities on one or several items of construction work. The purpose of this study was to identify and analyze the factors that cause rework on building construction projects in the city of Kupang, East Nusa Tenggara Province. This study used a questionnaire instrument involving as many as 27 contractors, consisting of 12 site managers, 12 field implementers and 3 foreman. This research was conducted to see the dominant factor of rework in building construction projects in Kupang city. The results showed that the factors causing rework are known from managerial, design and resource factors which are the main causes of the emergence of rework in work. Operators working not according to procedures are one of the main causes of rework from the resource factor. Lack of teamwork is the cause of the rework of managerial factors. Unclear design or documentation is the cause of rework of design factors.","PeriodicalId":282558,"journal":{"name":"JURNAL TEKNIK SIPIL CENDEKIA (JTSC)","volume":"37 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-02-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130989594","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
KONDISI JALAN DENGAN PERSYARATAN TEKNIS KENDARAAN TERHADAP KEJADIAN KECELAKAAN 车辆与事故相关的道路条件
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Pub Date : 2022-02-21 DOI: 10.51988/jtsc.v3i1.42
Ida Farida, Fandy Novrian Mangeke
{"title":"KONDISI JALAN DENGAN PERSYARATAN TEKNIS KENDARAAN TERHADAP KEJADIAN KECELAKAAN","authors":"Ida Farida, Fandy Novrian Mangeke","doi":"10.51988/jtsc.v3i1.42","DOIUrl":"https://doi.org/10.51988/jtsc.v3i1.42","url":null,"abstract":"Kabupaten Bandung, Kabupaten Garut dan Kota Tasikmalaya merupakan daerah terlewati jalan nasional kelas III. Pada jalan nasional kelas III ini ada beberapa lokasi yang kerap menyumbang terjadinya kecelakaan. Masih adanya kendaraan yang tidak laik jalan dan pengangkutan yang berlebihan beroperasi dijalan, dengan kondisi tersebut penelitian berupaya untuk mengetahui bagaimana pelaksanaan pengujian kelaikan kendaraan dengan metode observasi secara langsung di lapangan, mengetahui hubungan kendaraan yang tidak lolos uji laik dengan kejadian kecelakaan dengan menggunakan analisis korelasi rank spearman menggunakan SPSS dan kondisi jalan di daerah rawan kecelakaan pada jalan nasional kelas III. Studi ini menggunakan data sekunder, data kecelakaan diperoleh dari instansi kepolisisan dan data kendaraan yang tidak lolos uji laik jalan dari Dinas Perhubungan serta observasi secara langsung di lapangan. Dalam pelaksanaan pengujian kendaraan di daerah studi semua dilaksanakan sesuai prosedur dengan peraturan yang berlaku dengan teknisi yang berkompeten. Nilai korelasi antar variabel tidak ada hubungan yang signifikan (berarti) dengan nilai lebih besar dari 0,05. Tingkat kekuatan (keeratan) hubungan di Kabupaten Bandung dan Kabupaten Garut adalah lemah, sedangkan di Kota Tasikmalaya adalah cukup. Dari tiga wilayah yang ada berdasarkan kondisi jalan didapatkan daerah paling rawan yaitu di tanjakan/turunan Gentong dengan derajat tikungan 77o, kelandaian rata-rata 0,123 m/m dengan jenis jalan 2 jalur 1 arah lajur (tidak terbagi).","PeriodicalId":282558,"journal":{"name":"JURNAL TEKNIK SIPIL CENDEKIA (JTSC)","volume":"104 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-02-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131212731","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 JEMBATAN CABLE STAYED 200 METER (Studi Kasus : Jembatan Cijambe Garut) 有线收尾桥规划200米
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Pub Date : 2022-02-21 DOI: 10.51988/jtsc.v3i1.45
Syapril Janizar, Habdullah Habdullah, Felix Setiawan, Lucky Ampearawan Schipper
{"title":"PERENCANAAN JEMBATAN CABLE STAYED 200 METER (Studi Kasus : Jembatan Cijambe Garut)","authors":"Syapril Janizar, Habdullah Habdullah, Felix Setiawan, Lucky Ampearawan Schipper","doi":"10.51988/jtsc.v3i1.45","DOIUrl":"https://doi.org/10.51988/jtsc.v3i1.45","url":null,"abstract":"In this final project, we discuss the Planning of a Cable Stayed Bridge with a Length of 200 meters. This bridge has a length of 200 meters with a span of 180 meters and an edge span of 20 meters. The bridge cable configuration uses a semi harp pattern with a two planes system cable position. The bridge has a vehicle floor width of 6.00 meters, and a sidewalk of 1.5 meters right and left. As for the results of this design, the secondary structure of the bridge consists of railings with a hollow steel profile with a diameter of 60.5, curbs with a thickness of 250 mm, a vehicle floor plate with a thickness of 200 mm concrete slab and 50 mm asphalt, and a girder consisting of a WF 1300,550 transverse girder. 28.34, longitudinal girder WF 600.200.11.17, and cantilever girder WF 300.150.6.5.9 for the connection of the girder itself using a simple connection with an L elbow plate. While the main structure consists of the main girder using rectangular twin box girders with dimensions of 2500.1500.50.50, then stay cable is made up of 7 – wire strands with a diameter of 15.2 mm and a pylon which is designed using reinforced concrete material with dimensions of 4000 mm x 3000 mm with a cavity inside.","PeriodicalId":282558,"journal":{"name":"JURNAL TEKNIK SIPIL CENDEKIA (JTSC)","volume":"79 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-02-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126173675","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
RISK MANAGEMENT ANALYSIS OF SPECIFIC LOWER STRUCTURES IN THE DEVELOPMENT PROJECT OF STORE BUILDING IN JAYAPURA CITY 查亚普拉市商场建筑开发项目中特定下层结构风险管理分析
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Pub Date : 2022-02-21 DOI: 10.51988/jtsc.v3i1.39
Helen Giandita Wayangkau, Fandy Novrian Mangeke
{"title":"RISK MANAGEMENT ANALYSIS OF SPECIFIC LOWER STRUCTURES IN THE DEVELOPMENT PROJECT OF STORE BUILDING IN JAYAPURA CITY","authors":"Helen Giandita Wayangkau, Fandy Novrian Mangeke","doi":"10.51988/jtsc.v3i1.39","DOIUrl":"https://doi.org/10.51988/jtsc.v3i1.39","url":null,"abstract":"Some of the work on the substructure of the building, namely foundations (pile, bore pile, sole), soil excavation, pile cap and sloof, raft foundation, retaining wall, waterproofing, backfill and compaction. Based on the implementation method, the sub-building structure has complex and complex work characteristics, so it is very vulnerable to the occurrence of risks in the construction implementation. The PROMETHEE method is used in research to follow up the Risk Breakdown Structure method in order to obtain a comprehensive or comprehensive rating of the main risks in a project. The results showed that the unpredictable external risks, namely inflation/price increases and the decline in people's purchasing power are the highest potential risks. Risk mitigation related to inflation/price increases should be carried out more slowly at the beginning of the project because inflation is national. Then wait until the economy improves and if funds are still available, all materials can be purchased or contracted firs","PeriodicalId":282558,"journal":{"name":"JURNAL TEKNIK SIPIL CENDEKIA (JTSC)","volume":"42 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-02-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132999241","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
KAJIAN KAPASITAS TAMPUNGAN KOLAM RETENSI DI PERUMAHAN SARIMAS, KELURAHAN SUKAMISKIN, KECAMATAN ARCAMANIK, KOTA BANDUNG 这是对万隆街市SARIMAS社区、贫困贫困社区、arcamanic街道的回收能力的研究
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Pub Date : 2021-07-31 DOI: 10.51988/jtsc.v2i2.36
Bima Lutfi Fuad, An An Anisarida
{"title":"KAJIAN KAPASITAS TAMPUNGAN KOLAM RETENSI DI PERUMAHAN SARIMAS, KELURAHAN SUKAMISKIN, KECAMATAN ARCAMANIK, KOTA BANDUNG","authors":"Bima Lutfi Fuad, An An Anisarida","doi":"10.51988/jtsc.v2i2.36","DOIUrl":"https://doi.org/10.51988/jtsc.v2i2.36","url":null,"abstract":"The flood was triggered by a decrease in absorption zones as population growth, activity and land requirements for housing or economic activities increased. To overcome the flood, Bandung City created a conservation pond as one of the flood prevention measures designated as one of the most frequent flood forest prevention measures in Sarimas. The purpose of this study is to assess of the capacity of the retention pool in Sarimas housing, Sukamiskin sub-district, Arcamanik subdistrict, Bandung city.Based on a runoff discharge analysis conducted with rain on the 10-year obtained a maximum of water runoff discharge using the method of synthetic hydrograph unit (HSS) Nakayasu of 20.52 m3. The traceability of the flow path carried out still leaves a significant volume of the water tank, with the capacity of the outlet remaining up to 5.01 m3/s capacity for the pump.","PeriodicalId":282558,"journal":{"name":"JURNAL TEKNIK SIPIL CENDEKIA (JTSC)","volume":"121 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116058787","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
ANALISA FAKTOR-FAKTOR YANG PALING DOMINAN PENYEBAB KETERLAMBATAN PROYEK 分析导致项目延迟的主要因素
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Pub Date : 2021-07-31 DOI: 10.51988/jtsc.v2i2.33
Yontavinus V. Nabut, Sebastianus B. Henong, A. H. Pattiraja
{"title":"ANALISA FAKTOR-FAKTOR YANG PALING DOMINAN PENYEBAB KETERLAMBATAN PROYEK","authors":"Yontavinus V. Nabut, Sebastianus B. Henong, A. H. Pattiraja","doi":"10.51988/jtsc.v2i2.33","DOIUrl":"https://doi.org/10.51988/jtsc.v2i2.33","url":null,"abstract":"The construction of construction projects in Kupang district is currently experiencing a very rapid development, many buildings and roads were built to accommodate the needs of the community. This research focuses on the factors that cause delays that occur in the construction project of the Pancasila Flobamora Monument. This research was completed using a questionnaire distributed to parties directly involved in the process of building the Flobamora monument of the Pancasila house. The results of the study found 5 factors that have the highest importance index value, namely: lack of work experience of masons (68.41%), the influence of rainy weather (66.90%), late delivery of equipment to the project location (52.36%), lack of work experience. field supervisors (43.63%), late payments by the owner (32.29%). Recommendations given are based on the delay that occurred in the construction project of the Pancasila flobamora monument, namely the lack of work experience of masons, Increasing supervision of the masons by increasing the workforce of the head of workers and foremen. The influence of rainy weather, it is better if overtime hours are applied when the weather conditions are not raining so that reduced production due to rain can be overcome, the lack of work experience of field supervisors, providing assistance and direction for less experienced field supervisors.","PeriodicalId":282558,"journal":{"name":"JURNAL TEKNIK SIPIL CENDEKIA (JTSC)","volume":"15 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128842304","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 SIRTU TERHADAP NILAI CBR SUBGRADE RUAS JALAN KOYA TENGAH DISTRIK MUARA TAMI KOTA JAYAPURA (QUARRY SIRTU HARAPAN KABUPATEN JAYAPURA)
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Pub Date : 2021-07-31 DOI: 10.51988/jtsc.v2i2.34
A. Chandra
{"title":"PENGARUH PENAMBAHAN SIRTU TERHADAP NILAI CBR SUBGRADE RUAS JALAN KOYA TENGAH DISTRIK MUARA TAMI KOTA JAYAPURA (QUARRY SIRTU HARAPAN KABUPATEN JAYAPURA)","authors":"A. Chandra","doi":"10.51988/jtsc.v2i2.34","DOIUrl":"https://doi.org/10.51988/jtsc.v2i2.34","url":null,"abstract":"The problem of the bearing capacity of the subgrade is one of the most important thingsconsidered in a planning and work of a civil building construction. This matterbecause the soil functions as a medium that withstands the load or action of the constructionbuilt on it. Changes in weather and temperature in the field are factors that makeunstable ground. Many stabilizations have been carried out using cement soil, howeverrequires no small cost and also the results of the implementation of the soil stabilizationrelatively short-lived. Therefore, this research was conducted using a mixture ofsirtu with mixed variations of 15%, 20% and 30%. More variety of mixThe added sirtu causes the water content to decrease which will make the power value decreasethe bearing capacity of the soil increases, the value of the plastic limit increases, while the value of the liquid limit and indexthe plasticity of the soil decreases.","PeriodicalId":282558,"journal":{"name":"JURNAL TEKNIK SIPIL CENDEKIA (JTSC)","volume":"38 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116687155","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
ANALISIS PENEMPATAN DAN PENENTUAN JUMLAH TOWER CRANE (TC) 位置分析和塔式起重机(TC)数量的确定
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Pub Date : 2021-07-31 DOI: 10.51988/jtsc.v2i2.35
Syapril Janizar, E. Suprapto
{"title":"ANALISIS PENEMPATAN DAN PENENTUAN JUMLAH TOWER CRANE (TC)","authors":"Syapril Janizar, E. Suprapto","doi":"10.51988/jtsc.v2i2.35","DOIUrl":"https://doi.org/10.51988/jtsc.v2i2.35","url":null,"abstract":"In the construction of Cable Stayed Bridge, the use of heavy construction equipment is absolutely necessary, especially required for positioning and selecting the type of Tower Crane in order to improve construction performance. Therefore, human resources and heavy equipment used in the construction process will significantly affect the period of project implementation. Proper planning of the location for various construction equipment is believed to be the key of efficiency and productivity. Tower Crane as the target optimization is one of the equipment that has a big role in transporting the materials for the construction of a multi- storey building so that it requires proper planning to be able to serve all points of demand from its position.","PeriodicalId":282558,"journal":{"name":"JURNAL TEKNIK SIPIL CENDEKIA (JTSC)","volume":"24 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133758808","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
ANALISIS DEBIT PUNCAK PADA DAS AIR MANNA BAGIAN HILIR MENGGUNAKAN PENDEKATAN METODE HIDROGRAF SATUAN SINTETIS (HSS) SNYDER DAN HEC-RAS 5.0.7 下游吗哪分水分析使用合成合成水样方法(HSS)斯奈德和HEC-RAS 5.0.7
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Pub Date : 2021-07-31 DOI: 10.51988/jtsc.v2i2.32
Khairul Amri, M. Ramadhan, M. Fauzi
{"title":"ANALISIS DEBIT PUNCAK PADA DAS AIR MANNA BAGIAN HILIR MENGGUNAKAN PENDEKATAN METODE HIDROGRAF SATUAN SINTETIS (HSS) SNYDER DAN HEC-RAS 5.0.7","authors":"Khairul Amri, M. Ramadhan, M. Fauzi","doi":"10.51988/jtsc.v2i2.32","DOIUrl":"https://doi.org/10.51988/jtsc.v2i2.32","url":null,"abstract":"Floods is a disaster which is one of the causes of failure of watershed managemen. High rainfall is also a factor in flooding. As a result the river cross section is not able to accommodate the flow of water and cause the river to overflow. This research was conducted to determine the amount of peak discharge Sub-DAS Air Manna Bagian Hilir and identify areas prone to flooding. This study uses a synthetic unit hydrograph (HSS) Snyder and HEC-RAS 5.0.7. Hydrological analysis results obtained from the peak discharge at Sub-DAS Rindu Hati using HSS Snyder for a return period of 2, 5, 10, 25, 50 and 100 yearsthat is 743,627 m3/sec, 839,491 m3/sec, 897,761 m3/sec, 962,599 m3/sec, 1008,717 m3/sec, and 1052,800 m3/sec with a peak time of 5,915 hours. After analysis using software HEC-RAS 5.0.7, DAS Air Manna no longer able to accommodate flow rates occur.","PeriodicalId":282558,"journal":{"name":"JURNAL TEKNIK SIPIL CENDEKIA (JTSC)","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-07-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123627660","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
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