Borneo Engineering : Jurnal Teknik Sipil最新文献_第8页

Penerapan Manajemen Kualitas Terhadap Kinerja Mandor Pada Proyek Apartemen 公寓项目中工头的工作质量管理

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2020-06-30 DOI: 10.35334/BE.V4I1.1383

M. Muzaki, F. T. Nuciferani

{"title":"Penerapan Manajemen Kualitas Terhadap Kinerja Mandor Pada Proyek Apartemen","authors":"M. Muzaki, F. T. Nuciferani","doi":"10.35334/BE.V4I1.1383","DOIUrl":"https://doi.org/10.35334/BE.V4I1.1383","url":null,"abstract":"The Embodiment of construction quality can be achieved by implementing quality management, one of the workforce used in implementing quality management is the foreman. A construction company has standards or guidelines for implementing quality management that must be carried out by the foreman. This study will discuss the relationship between the level of the foreman's ability and the influence of the foreman's ability on the application of quality management. Qualitative descriptive method is done by distributing questionnaires followed by validity, reliability, t-test, F-test, and classical assumption test. The results showed a simultaneous test for educational variables, work experience, motivation, and discipline influenced the ability of the foreman in implementing quality management of 2,510. The partial test shows that the work experience variable influences the foreman's ability to implement quality management by 2,178. So that the test results obtained for the regression model that is Y = 36,130 + 1,353X2 + ei, that work experience have a very dominant influence on the ability of the foreman in implementing quality management in Surabaya apartment building construction projects.","PeriodicalId":155505,"journal":{"name":"Borneo Engineering : Jurnal Teknik Sipil","volume":"15 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"117226959","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

Tingkat Aksesibilitas Pelayanan Air Bagi Masyarakat di Kawasan Padat Penduduk 公共供水服务在人口稠密地区的可及程度

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2020-06-30 DOI: 10.35334/BE.V4I1.1103

Dhyah Puspita Dewi, Fadjar Hari Mardiansjah

{"title":"Tingkat Aksesibilitas Pelayanan Air Bagi Masyarakat di Kawasan Padat Penduduk","authors":"Dhyah Puspita Dewi, Fadjar Hari Mardiansjah","doi":"10.35334/BE.V4I1.1103","DOIUrl":"https://doi.org/10.35334/BE.V4I1.1103","url":null,"abstract":"The existence of government programs and the existence of a government corporation appointed by the government to provide water to the community is still not enough to meet the needs of clean water. Areas that have been served are still experiencing water access problems. Areas that have not adapted to use other sources using groundwater for personal needs or business, however, it cannot be used forever, so someday they have to switch to water sources provided by the government. On the other hand, lower-middle-income communities are vulnerable to access to water, which concentrated in densely populated and coastal areas, which is difficult for the government to provide access to water services. Therefore, this study wants to show access to water services provided by the government and groundwater supply providers, and how access is received by each community group. The location of this study is in Kemijen Village which the majority consists of the customers of water sources provided by the government and Kampung Tambak Lorok which majority consists of customers of groundwater sources. The results show that groundwater providers provide better access, where lower-middle-class people get lower access than upper-middle-class people.","PeriodicalId":155505,"journal":{"name":"Borneo Engineering : Jurnal Teknik Sipil","volume":"117 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133099099","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 Perjalanan Armada Barang Minimarket di Kota Makassar 一支小型舰队在马卡萨市的行程特点

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2020-06-30 DOI: 10.35334/BE.V4I1.1306

I. Wulansari

引用次数: 0

Analisis Tebal Perkerasan Lentur Menggunakan Metode AASHTO 1993 根据1993年AASHTO方法对柔韧性进行了粗体分析

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2020-06-30 DOI: 10.35334/BE.V4I1.1387

Muhammad Djaya Bakri

{"title":"Analisis Tebal Perkerasan Lentur Menggunakan Metode AASHTO 1993","authors":"Muhammad Djaya Bakri","doi":"10.35334/BE.V4I1.1387","DOIUrl":"https://doi.org/10.35334/BE.V4I1.1387","url":null,"abstract":"Every year there is an increase in the number of students at the Universitas Borneo Tarakan, which naturally requires the addition of campus buildings, including the construction of road infrastructure to support the development of the campus area. This study aims to analyze the needs of the thickness of the new flexible road pavement construction in the campus area by using the AASHTO 1993 method. This method requires a Structural Number (SN) value that can be calculated by nomogram method and trial and error method. The results of the nomogram method get the value of SN total = 2.09 inches, SN2 = 1.59 inches, and SN1 = 1.39 inches, and the trial and error method gets the value of SNTotal = 2.05 inches, SN2 = 1.56 inches, and SN1 = 1.36 inches. To avoid the risk factor of estimating the error of repetition of traffic loads during the life of the plan (W 18), in the calculation of the SN value, the trial and error method needs to include the value of FR (reliability factor) in the calculation of w18 , where the value obtained FR = 2.39 and W18 = 0, 11x10 6 ESAL. Analysis of the thickness of the flexible pavement construction layer using SN values calculated by the nomogram and trial and error method, resulting in a 39 cm thick flexible pavement, with a surface course = 9 cm, sub-base course = 15 cm, and a base course = 15 cm.","PeriodicalId":155505,"journal":{"name":"Borneo Engineering : Jurnal Teknik Sipil","volume":"51 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121505336","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

Model Analysis Faktor Sebaran Data Curah Hujan Tahunan

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2020-06-30 DOI: 10.35334/BE.V4I1.1102

R. Wijaya, Umboro Lasminto

{"title":"Model Analysis Faktor Sebaran Data Curah Hujan Tahunan","authors":"R. Wijaya, Umboro Lasminto","doi":"10.35334/BE.V4I1.1102","DOIUrl":"https://doi.org/10.35334/BE.V4I1.1102","url":null,"abstract":"Rainfall occurs in Watershed (DAS) has a special relationship. Data distribution from measuring devices at several locations in the watershed is predicted to have patterns and close relationships. To know this we need a model to be able to show a relationship between measured rainfall data. This research, a factor analysis model is performed to calculate how much the relationship between rainfall data in the watershed and to determine the shape of rainfall distribution patterns that occur. Based on the calculation results, it is known that pattern of rainfall data distribution from 6 rain stations in Bengawan Solo watershed, namely doplang, randu, menden, kedung, japah, and sambong in 1998 has the same distribution pattern. However, the amount of rain height is different. In addition, the maximum Pearson correlation coefficient is 0.536 at Menden-Randu station. While the minimum Pearson correlation value for the Menden-Sambong station is 0.012. This difference is influenced by the distance between Menden-Randu and Menden-Sambong stations. Based on calculations on the factor analysis model, there are two factors that affect directly between these stations. Factor 1 has coefficient value 0.5. Based on calculations show that rainfall that occurs in each region does not have a strong relationship between one another, but the occurrence of rain that occurs has the same distribution pattern. From this, it provides information that th e pattern of rainfall distribution each year is the same due to the occurrence of rain following climate patterns in global area coverage.","PeriodicalId":155505,"journal":{"name":"Borneo Engineering : Jurnal Teknik Sipil","volume":"21 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128861214","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

IDENTIFIKASI VARIABEL RISIKO PADA PENINGKATAN JALAN BINALATUNG DI KOTA TARAKAN DARI PERSPEKTIF OWNER 从奥纳的角度来看，确定增加城市道路的风险变量

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2019-08-17 DOI: 10.35334/BE.V3I1.702

Rachmad Aidil, Eko Prihartanto

引用次数: 0

Penentuan Parameter Rangkak pada Bentonit sebagai Bahan Penyangga (Buffer Material) dengan Uji Geser Langsung 用直接滑动测试确定Bentonit的缓冲参数

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2019-08-17 DOI: 10.35334/BE.V3I1.699

Arintha Indah Dwi Syafiarti, Huang Wei-Hsing, Chung Chih Chung

引用次数: 0

Aplikasi Weigh in Motion Menggunakan Metode Estimasi Untuk Mengukur Beban dan Kecepatan Kendaraan Bergerak Weigh in Motion应用程序使用估计方法测量车辆的重量和速度

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2019-08-17 DOI: 10.35334/BE.V3I1.701

Iif Ahmad Syarif, A. Prasetia

引用次数: 1

Analisis Karakteristik Penggunaan Moda Akses Bandara Internasional Yogyakarta 日惹国际机场使用模式分析特征

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2019-08-17 DOI: 10.35334/BE.V3I1.700

Nafilah el Hafizah, Erwin Hidayat

{"title":"Analisis Karakteristik Penggunaan Moda Akses Bandara Internasional Yogyakarta","authors":"Nafilah el Hafizah, Erwin Hidayat","doi":"10.35334/BE.V3I1.700","DOIUrl":"https://doi.org/10.35334/BE.V3I1.700","url":null,"abstract":"The new Yogyakarta International Airport began operations with an airport area of 645.63 hectares with a capacity of 14 million passengers a year. Access to the Yogyakarta international airport is distributed to 4 routes to the airport at Wates national road, Karangnongko road, the Southern Cross Road, Daendels road which is using the railroad mode. This study uses revealed preference analysis which is the approach by conveying a fact choice statement to be given an assessment by the respondent. The sample collection is assumed by the peak passenger of the Adisucipto airport, because the Yogyakarta International Airport is recently opened. It is expected to be able to represent demand predictions at the Yogyakarta International airport in the future. The results of the questionnaire were then processed by using statistical analysis to determine the factors that influence the selection of transportation modes to and from the airport. In research, the factors that influence mode choice are travel costs, travel time, travel distance, and generalized costs. The results illustrate that prospective air transport users are more dominant in choosing travel cost attributes compared to other attributes that influence. With the coefficient of determination is 0.528 and the results of data analysis for the selection of mode of transportation using private vehicles is 57% and public transportation is 43%..","PeriodicalId":155505,"journal":{"name":"Borneo Engineering : Jurnal Teknik Sipil","volume":"4 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-08-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132091628","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

Pengaruh Perbedaan Elevasi Muka Air Tanah Pada Pondasi Telapak Berdasarkan Studi Numerik 基于数字研究的土壤表面积变化对手掌基础的影响

Borneo Engineering : Jurnal Teknik Sipil Pub Date : 2019-08-17 DOI: 10.35334/BE.V3I1.737

A. Aminullah, Miftahul Iman

{"title":"Pengaruh Perbedaan Elevasi Muka Air Tanah Pada Pondasi Telapak Berdasarkan Studi Numerik","authors":"A. Aminullah, Miftahul Iman","doi":"10.35334/BE.V3I1.737","DOIUrl":"https://doi.org/10.35334/BE.V3I1.737","url":null,"abstract":"The south Kalimantan Province has various soil characteristic, the difference of ground water level included . Experimental modeling of foot plate foundations in various ground water level is too difficult to be performed. There were so many variables that need to be evaluated in the modeling. The numerical model was based on finite element method such in Abaqus allowed the modeling of foot plate foundations with the various of ground water level. This study modeled the foot plate foundation structure where located on various ground water level by giving variations of the effect of water level to the elevation of the foundation. Water level variations are determined successively below the foundation elevation, the same as the foundation elevation and above the foundation elevation. The analysis performed is static structure analysis with idealization of 2D shell idealization. The result of the research showed that the ground water level effect the stress and deformation of soil closed to foundation elevation. The stress had been evaluated at the base of the foundation for each ground water level difference correspondently 16,53 MPa, 9.34 MPa and 3.59 MPa. The lowest stresses was occured in ground water elevation above the foundation elevation (78.28%).","PeriodicalId":155505,"journal":{"name":"Borneo Engineering : Jurnal Teknik Sipil","volume":"71 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-08-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116964467","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