JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION最新文献

Pengaruh Waktu Pemeraman Dengan Penambahan Kapur Sebagai Bahan Additve Pada Tanah Lempung Ekspansif Terhadap Nilai CBR Tanah 白垩纪的影响是在扩增的粘土中加入石灰作为营养物质，对CBR的价值进行扩张

JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Pub Date : 2019-09-10 DOI: 10.31289/jcebt.v3i2.2779

Bahtiar Efendi Situmorang, Melloukey Ardan

引用次数: 2

Evaluasi Perbaikan Tanah Menggunakan Geotekstil Untuk Meningkatkan Stabilitas Tanah Lapisan Subgrade Pekerjaan Jalan 利用地球纺织品改善土壤的评估，以提高土壤分层工作的稳定性

JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Pub Date : 2019-09-10 DOI: 10.31289/jcebt.v3i2.2702

Mhd Khuzeir Z Lubis, Kamaluddin Lubis

引用次数: 1

Evaluasi Perhitungan Dimensi Tulangan Balok Terhadap Analisa Struktur Pada R6 Portal As-32 Proyek Pembangunan Ruko Citraland Bagya City Medan R6门户As-32构建项目Ruko Citraland Bagya City Medan的结构分析

JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Pub Date : 2019-09-10 DOI: 10.31289/jcebt.v3i2.2777

Lidya Rosalia Sihombing, Nurmaidah Nurmaidah

{"title":"Evaluasi Perhitungan Dimensi Tulangan Balok Terhadap Analisa Struktur Pada R6 Portal As-32 Proyek Pembangunan Ruko Citraland Bagya City Medan","authors":"Lidya Rosalia Sihombing, Nurmaidah Nurmaidah","doi":"10.31289/jcebt.v3i2.2777","DOIUrl":"https://doi.org/10.31289/jcebt.v3i2.2777","url":null,"abstract":"In the planning of multi-storey construction buildings need to pay attention to all aspects that affect the structure of the building and consideration of mature, especially if a multi-story building is designed to withstand earthquakes, the structure considerations will affect the planner in determining alternative planning. Multi-storey building planning needs to pay attention to several criteria, including strength criteria, good structural behavior at the stage of the earthquake plan as well as economical aspects. Discussion topics focused on the comparison of reinforcement plan beam dimension to structural analysis. The purpose of this report is to know and control how the calculation of flexural repetition on the beam structure. For solving this problem a case study is provided that provides theoretical information and analysis. Information in the form of data is processed through computer simulation Program Structure Analysis. Above modeling is made, analyzed to obtain results and discussed for calculation of beam reinforcement dimension ratio. The result of calculation obtained from comparison of reinforcement dimension of portal structure of AS-32 port obtained less amount of reinforcement result of calculation from amount of reinforcement used in field with max comparison value 33%, the difference happened because different assumptions or methods in the calculation analysis.","PeriodicalId":200000,"journal":{"name":"JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION","volume":"93 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-09-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116948856","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 Pecahan Kulit Kemiri Sebagai Pengganti Sebagian Agregat Kasar Pada Beton Terhadap Massa Dan Kuat Tekan Beton 增加碎榛子壳的影响，以代替混凝土中的一些粗骨密度和强压迫混凝土

JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Pub Date : 2019-09-10 DOI: 10.31289/jcebt.v3i2.2778

D. Amri, I. Irwan

{"title":"Pengaruh Penambahan Pecahan Kulit Kemiri Sebagai Pengganti Sebagian Agregat Kasar Pada Beton Terhadap Massa Dan Kuat Tekan Beton","authors":"D. Amri, I. Irwan","doi":"10.31289/jcebt.v3i2.2778","DOIUrl":"https://doi.org/10.31289/jcebt.v3i2.2778","url":null,"abstract":"Concrete is a material that is widely used and become a major element in the building. The advantages of concrete, among others, have a strong high pressure than the tensile strength, easily formed, does not require special care, the material is easy to obtain from the surrounding, and more durable than other building materials. The more concrete is used as the constituent material of the concrete, hence encouraging research to develop the material as well as the way of making concrete. Hazelnut shell is one type of particle that is very light weight in a dry and quite hard. Where the hazelnut shell is it self known as a lot of waste accumulated and tend to become garbage because its utilization is still small or relatively small, so it needs to be handled seriously. In addition, today hazelnut shell is only used for a small need only. The purpose of this research is to find out the compressive strength of concrete and to utilize the waste of hazelnut shell as 10%, 20% and 30% concrete additives with the planned K225 concrete quality, with 28 days concrete plan, The addition of hazelnut shell to the concrete mixture resulted decrease in compressive strength of normal concrete in each variation of the percentage. This is because the mixture of hazelnut shell is not strong enough to be a substitute for coarse aggregates, resulting in a decrease in the compressive strength of the concrete","PeriodicalId":200000,"journal":{"name":"JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION","volume":"16 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-09-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125509025","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 Tingkat Keselamatan Lalu Lintas Pada Persimpangan Dengan Metode Traffic Conflict Technique (TCT)

JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Pub Date : 2019-09-10 DOI: 10.31289/jcebt.v3i2.2701

Imam Suhadi, Nuril Mahda Rangkuti

{"title":"Analisa Tingkat Keselamatan Lalu Lintas Pada Persimpangan Dengan Metode Traffic Conflict Technique (TCT)","authors":"Imam Suhadi, Nuril Mahda Rangkuti","doi":"10.31289/jcebt.v3i2.2701","DOIUrl":"https://doi.org/10.31289/jcebt.v3i2.2701","url":null,"abstract":"Teransportasi is the most important means in a country, the development or absence of a country can be measured from the progress teransportasi existing in a conutry, the problems that many occur in Indonesia is a high traffic accident level, especially at the intersections of every road in Indonesia.Accidents are accidental or unexpected events that result in death, injury, or damage to objects. The outline of the accident is caused by four factors, namely human, vehicle, road and environment.TRAFFIC CONFLICT TECHNIQUE (TCT) is a method of observation conducted by collecting accidents that almost happened and see the pettern of the occurrence of accidents. Traffic Conflict Technique (TCT) developed by Departeman of traffic planning and engineering di Lund University di Swedia. Time to Accident (TA) is the time left since evasive action is done until the time of the collision if the road users do not change the speed of the vehicle and does not change the direction of the speed of the vehicle. The TA value is calculated based on the estimated distance (D) and vehicle speed (V) obtained from the survey results.After doing research with TCT method, it is found that the location of the research has the potential to couse an accident.In other words, this method can be used to improve the safety and comfort of road users, can provide a picture of the point of conflict at the intersection of a potential cause of accidents.","PeriodicalId":200000,"journal":{"name":"JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION","volume":"16 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-09-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114409070","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: 3

Analisa Perhitungan Daya Dukung Pondasi Tiang Pancang Overpass Sei Semayang Sta. 0+350 Pada Proyek Pembangunan Jalan Tol Medan-Binjai 这项计算计算支持在medan binjai收费公路项目中，立交桥立交桥的基础是0+350

JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Pub Date : 2019-05-27 DOI: 10.31289/JCEBT.V3I1.2460

Santa Vera Novita Br Ginting, I. Irwan, Nurmaidah Nurmaidah

{"title":"Analisa Perhitungan Daya Dukung Pondasi Tiang Pancang Overpass Sei Semayang Sta. 0+350 Pada Proyek Pembangunan Jalan Tol Medan-Binjai","authors":"Santa Vera Novita Br Ginting, I. Irwan, Nurmaidah Nurmaidah","doi":"10.31289/JCEBT.V3I1.2460","DOIUrl":"https://doi.org/10.31289/JCEBT.V3I1.2460","url":null,"abstract":"Konstruksi bangunan sipil seperti gedung, jembatan, jalan raya, terowongan, menara dan tanggul harus mempunyai pondasi yang dapat memikul bebannya. Bangunan yang lantai kerja atau tanah dasarnya tidak mempunyai daya dukung yang cukup untuk memikul beban atau tanah nya memiliki kedalaman yang cukup dalam untuk mencapai tanah yang dizinkan untuk mendukung konstruksi diatasnya, maka biasanya digunakan tiang pancang. Untuk mengetahui daya dukung tiang tersebut memenuhi atau tidak, dapat memakai perhitungan metode Meyerhoff dengan data SPT dan PDA test, lalu perhitungan tersebut dapat di teruskan untuk menghitung efesiensi tiang pancang. Perhitungan efesiensi tiang ini digunakan rumus Converse-Labarre karena jenis tanah pendukung pada objek adalah tanah kepasiran. Dari hasil analisa dan perhitungan daya dukung tiang hasil SPT berdasarkan metode Meyerhoff, Abutment 1 memiliki daya dukung tiang tunggal sebesar 767,88 ton, daya dukung tiang kelompok sebesar 12649,45 ton dan Abutment 2 memiliki daya dukung tiang tunggal sebesar 732,5 ton, daya dukung tiang kelompok sebesar 12056,75 ton. Masing-masing daya dukung pada kedua percobaan telah mencapai tanah keras sedalam 21 meter, sedangkan analisa daya dukung tiang pancang berdasarkan PDA Test adalah sebesar 394,9 ton pada OP 1 dan 325,9 ton pada OP 2.","PeriodicalId":200000,"journal":{"name":"JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION","volume":"2013 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-05-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131944047","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

Analisa Durasi dan Kapasitas Parkir Manhattan Times Square 分析曼哈顿时代广场的停车时间和能力

JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Pub Date : 2019-05-27 DOI: 10.31289/JCEBT.V3I1.2457

Gatot H. Pramono, Nuril Mahda Rangkuti, M. Lubis

{"title":"Analisa Durasi dan Kapasitas Parkir Manhattan Times Square","authors":"Gatot H. Pramono, Nuril Mahda Rangkuti, M. Lubis","doi":"10.31289/JCEBT.V3I1.2457","DOIUrl":"https://doi.org/10.31289/JCEBT.V3I1.2457","url":null,"abstract":"Kapasitas parkir yang sesuai dan letak parkir yang digunakan dengan baik dan benar tentu tidak akan mengakibatkan penghambatan lalu lintas. Posisi dan letak parkir sudah ditentukan oleh Pemerintah Daerah, Seharusnya ketika pengguna kendaraan memarkirkan kendaraannya. Namun kenyataannya penggunaan lahan parkir sering tidak dipatuhi baik oleh pengguna maupun pengelola parkir.Penelitian bertujuan untuk mendapatkan gambaran tentang analisa durasi dan kapasitas parkir dalam Mall Manhattan Times Square Medan. Data yang digunakan adalah data primer yaitu pencatatan waktu masuk dan keluarnya kendaraan. Data sekunder yang dipakai luas area parkir, tipe parkir dan kapasitas parkir.Hasil dari perhitungan analisa durasi dan kapasitas parkir di Medan Manhattan Times Square yaitu akumulasi maksimum harian tertinggi mobil terjadi pada rentang waktu 15 menit sebanyak 367 kendaraan. Rata – rata volume harian mobil adalah 509 kendaraan.Indeks parkir mobil 98,66 % . Tingkat turn over parkir tertinggi 1,36. Durasi parkir rata – rata 136 menit.Kebutuhan ruang parkir mobil berdasarkan luasan area total seluas 89.855 m² diperoleh kebutuhan ruang parkir sebanyak 702 SRP sedangkan perhitungan berdasarkan pada luas lantai efektif yang digunakan sebanyak 1463 SRP. Kapasitas statis yang disediakan ruang parkir pada area tersebut saat ini baru mencapai 374 SRP. Jadi secara keseluruhan area parkir di Manhattan Times Square masih belum mampu memenuhi kebutuhan parkir.","PeriodicalId":200000,"journal":{"name":"JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION","volume":"2015 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-05-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114455177","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 Stabilitas Bendung Gerak Pada Proyek Pembangunan Bendung Sei Padang D.I. Bajayu Tebing Tinggi Sumatera Utara 分析南苏门答腊高地工地工地工贾克尤悬崖的工作稳定性

JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Pub Date : 2019-05-27 DOI: 10.31289/JCEBT.V3I1.2462

Binsar Maruli Sihaloho, Edy Hermanto, Nurmaidah Nurmaidah

{"title":"Analisa Stabilitas Bendung Gerak Pada Proyek Pembangunan Bendung Sei Padang D.I. Bajayu Tebing Tinggi Sumatera Utara","authors":"Binsar Maruli Sihaloho, Edy Hermanto, Nurmaidah Nurmaidah","doi":"10.31289/JCEBT.V3I1.2462","DOIUrl":"https://doi.org/10.31289/JCEBT.V3I1.2462","url":null,"abstract":"Bendung gerak Sei Padang D.I. Bajayu di bangun pada daerah aliran sungai (DAS) Padang Tebing Tinggi. Bendung ini di desain untuk mengakomodasi kepentingan irigasi ( D.I Paya Lombang 1588 Ha, D.I Langau2000 Ha dan D.I Bajayu 4000 Ha) dan pengendalian Banjir kota Tebing Tinggi. Bendung sei Padang D.I.bajayu harus dirancang dengan struktur yang tahan lama. Sehingga pada perencanaan harus benar-benar dihitung dengan baik agar tidak terjadi kesalahan dalam pembangunan yang mengakibatkan musibah yang lebih parah akibat perhitungan perencanaan stuktur yang kurang maksimal dan kesalahan- kesalahan pada waktu pelaksanaan pembangunan.Stabilitas bendung juga sangat perlu diperhatikan karena bendung berfungsi untuk menaikkan tinggi muka air. Sasaran yang hendak dicapai adalah penentuan besarnya gaya berat sendiri, teka nan lumpur, tekanan hidrostatis, uplift, tekanan tanah aktif dan gaya gempa yang dipergunakan sebagai acuan untuk memeriksa keamanan bendung terhadap gaya guling dan gaya gelincir. Berdasarkan hasil perhitungan analisis untuk mencapai stabilitas diatas maka faktor keamanan pada saat normal gaya guling adalah1,734 dan faktor keamanan gaya gelincir adalah 2,395. Berdasarkan hasil perhitungan tersebut maka dapat ditarik kesimpulan bahwa bendung aman terhadap gaya guling dan gaya gelincir dengan mengaju pada persyaratan untuk gaya guling Sfg >1,5 dan syarat untuk gaya gelincir Sfge>1,5.","PeriodicalId":200000,"journal":{"name":"JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION","volume":"14 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-05-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123167395","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 Runway Di Bandara Senubung Gayo Lues Aceh

JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Pub Date : 2019-05-27 DOI: 10.31289/JCEBT.V3I1.2461

Adam Malik, Melloukey Ardan

引用次数: 3

Analisa Perencanaan Jalur Sepeda Motor Pada Kawasan Tertib Lalu Lintas Di Kota Medan 棉兰市有序交通区摩托车规划路线分析

JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Pub Date : 2019-05-27 DOI: 10.31289/JCEBT.V3I1.2459

Muhammad Ilham Ashari, Kamaluddin Lubis, Nuril Mahda Rangkuti

{"title":"Analisa Perencanaan Jalur Sepeda Motor Pada Kawasan Tertib Lalu Lintas Di Kota Medan","authors":"Muhammad Ilham Ashari, Kamaluddin Lubis, Nuril Mahda Rangkuti","doi":"10.31289/JCEBT.V3I1.2459","DOIUrl":"https://doi.org/10.31289/JCEBT.V3I1.2459","url":null,"abstract":"Penelitian ini dilakukan untuk mengetahui bagaimana kondisi kinerja ruas jalan tertib lalu lintas terutama jalan Pangeran Diponegoro sebagai subjek penelitian saat ini dikaitkan dengan perencanaan lajur khusus sepeda motor. Penelitian ini menggunakan metode survey lapangan dengan melakukan pengamatan secara langsung di ruas jalan Pangeran Diponegoro dengan menyebarkan surveyor pada titik-titik tertentu guna memudahkan dalam pencatatan sehingga diperoleh data pengamatan yang valid. Pengamatan langsung dilakukan dengan pencatatan secara manual data jumlah kendaraan yang melewati ruas jalan Pangeran Diponegoro, jenis kendaraan, serta geometric ruas jalan tersebut. Analisis penelitian menggunakan microsoft exel. Hasil dari identifikasi dan penelitian lapangan yang telah di analisis diketahui tingkat pelayanan dari ruas jalan Pangeran Diponegoro pada segmen 1 adalah nilai V/C rasio tahun 2017 sebesar 0.69 dengan tingkat pelayanan C, pada tahun 2020 menjadi 0.91 dengan tingkat pelayanan E (meningkat 0.22), dan diperhitungkan dan pada tahun 2021 nilai V/C rasio menjadi 0.99 dengan tingkat pelayanan E (meningkat 0.08). Sedangkan segmen 2 adalah Nilai V/C rasio tahun 2017 sebesar 0.51 dengan tingkat pelayanan C, pada tahun 2020 menjadi 0.68 dengan tingkat pelayanan C (meningkat 0.17), dan diperhitungkan dan pada tahun 2021 nilai V/C rasio menjadi 0.74 dengan tingkat pelayanan D (meningkat 0.06).Maka diharapkan pembuatan lajur khusus sepeda motor harus segera direalisasi untuk menekan peningkatan nilai V/C dan dapat membuat kinerja ruas jalan khususnya jalan Pangeran Diponegoro terus menurun atau mengalami kemacetan serius pada tahun-tahun yang akan datang.","PeriodicalId":200000,"journal":{"name":"JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION","volume":"28 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-05-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123992058","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