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Jurnal CIVILA最新文献

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ANALISIS STRUKTUR LAPISAN BAWAH PERMUKAAN DENGAN METODE GEOLISTRIK DALAM PERENCANAAN PONDASI 基础策划方法对底层结构进行分析
Jurnal CIVILA Pub Date : 2018-10-16 DOI: 10.30736/CVL.V3I2.262
Meriana Wahyu Nugroho, A. FatmaAyuNuningFarida, Khodijah Maya
{"title":"ANALISIS STRUKTUR LAPISAN BAWAH PERMUKAAN DENGAN METODE GEOLISTRIK DALAM PERENCANAAN PONDASI","authors":"Meriana Wahyu Nugroho, A. FatmaAyuNuningFarida, Khodijah Maya","doi":"10.30736/CVL.V3I2.262","DOIUrl":"https://doi.org/10.30736/CVL.V3I2.262","url":null,"abstract":"The purpose of this study was to determine the structure of the subsurface at construction site Campus Rector Building B University Hasyim Ashari. Information subsurface structure used as the initial study foundation design. The research was carried out with resistivity geoelectric method using a resistivity meter. Interpretation of the track point J.01 - J.02 - J.03 known subsurface water dominated by basalt rocks, and discovered the hard ground at a depth of 12 m for planning the foundation beams, while on the track J.04 - J.02 - J.05 dominated by conglomerates and basalt rocks, and discovered the hard ground at a depth of 7 m to pile foundation design.","PeriodicalId":426383,"journal":{"name":"Jurnal CIVILA","volume":"21 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-10-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134053748","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
PEMANFAATAN LIMBAH BATU GRANIT SEBAGAI CAMPURAN AGREGAT PADA AC-L 花岗岩废料作为骨料的混合剂
Jurnal CIVILA Pub Date : 2018-10-16 DOI: 10.30736/cvl.v3i2.261
Ahmad Ridwan, Y. C. S. Poernomo
{"title":"PEMANFAATAN LIMBAH BATU GRANIT SEBAGAI CAMPURAN AGREGAT PADA AC-L","authors":"Ahmad Ridwan, Y. C. S. Poernomo","doi":"10.30736/cvl.v3i2.261","DOIUrl":"https://doi.org/10.30736/cvl.v3i2.261","url":null,"abstract":"Granite waste is generated at the time of processing the granite rock that is not utilized, it can be also a rest – the rest of the project. Utilization of waste material roughness to granite road is one way to reduce the waste of the granite. This research aims to know the benefits of waste granite coarse aggregate as substitute against marshall on the mix characteristic laston or AC-b. ingredients used include: Semen Gresik brand Filler, sand purchased from stores building in Kediri, Grey stone which in may from Winongsari Grogol, corals that are purchased from shops in Kediri, Asphalt comes from Pertamina, granite Waste obtained from the project. Mix laston or AC-L with granite rock waste as a substitute for coarse aggregate using a variation of 10%, 20%, and 30%. The results of this research it is known that the use of granite waste can enhance the characteristics of Marshall. Mix the waste with best laston granite aggregate as substitute coarse waste levels obtained at 20%, with the following results: Marshall Stability 1050.67 kg, Melting/4.00 mm Flow, Marshall Quotient 262.67 mm.","PeriodicalId":426383,"journal":{"name":"Jurnal CIVILA","volume":"38 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-10-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124444384","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
STUDI PENCAMPURAN SERAT ECENG GONDOK SISTEM HOT ROLLED SHEET BC SPESIFIKASI SEKSI-6 : 2010 BINA MARGA
Jurnal CIVILA Pub Date : 2018-10-16 DOI: 10.30736/CVL.V3I2.256
Heru Prasetyo, Samsul Arif
{"title":"STUDI PENCAMPURAN SERAT ECENG GONDOK SISTEM HOT ROLLED SHEET BC SPESIFIKASI SEKSI-6 : 2010 BINA MARGA","authors":"Heru Prasetyo, Samsul Arif","doi":"10.30736/CVL.V3I2.256","DOIUrl":"https://doi.org/10.30736/CVL.V3I2.256","url":null,"abstract":"HRS-BC (Hot Roller Sheet) is a type of flexible pavement construction because it uses asphalt as a binder between the aggregates. This study uses water hyacinth as a substitute for cellulose fiber in the mixture of HRS-BC. The purpose of this study is to determine the effect of water hyacinth cellulose fiber in HRS mixture to the Marshall characteristics. This research uses trial and error method, resulting 7.19 % asphalt content to the total aggregate weight with the variation of cellulose fibers are 3%, 4%, 5%, 6% and 7%. Marshall Test is performed to determine the effect of adding the cellulose fiber in the mixture to the components of Marshall Properties, for example Marshall Stability, % of Void Filed With Asphalt (VFWA), % of Void in The Mix (VIM), Plastic Fatigue (Flow), and Marshall Quotient (MQ).The result of this study is Marshall evaluation where the greatest score is obtained for stability of 1601 kg, flow of 4.60 mm, Quotient Marshall of 375.44 kg/mm, VMA of 20.45%, VFWA of 86.79 %, and VIM score of 4.19 %. It shows that the best cellulose fiber content is 3 % of asphalt level of 7,19 % and has been in accordance with Bina Marga 2010 Division 6 specification and can be used in asphalt mixture of HRS-BC.","PeriodicalId":426383,"journal":{"name":"Jurnal CIVILA","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-10-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130771680","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
ALTERNATIF PEMECAHAN MASALAH KETERLAMBATANPENYELESAIAN PROYEK (STUDI KASUS PEMBANGUNAN GEDUNG PUSKESMAS LAREN KABUPATEN LAMONGAN) 项目解决延迟解决问题的替代方案(PUSKESMAS LAREN摄政案例研究)
Jurnal CIVILA Pub Date : 2018-10-16 DOI: 10.30736/CVL.V3I2.260
Fridha Guivanny Putri, Rio Rahma Dana
{"title":"ALTERNATIF PEMECAHAN MASALAH KETERLAMBATANPENYELESAIAN PROYEK (STUDI KASUS PEMBANGUNAN GEDUNG PUSKESMAS LAREN KABUPATEN LAMONGAN)","authors":"Fridha Guivanny Putri, Rio Rahma Dana","doi":"10.30736/CVL.V3I2.260","DOIUrl":"https://doi.org/10.30736/CVL.V3I2.260","url":null,"abstract":"The successfulness of executing the construction projects right on time is one of the most important goals both for the owners and contractors. In general, each construction project has a specific implementation plan and schedule of implementation. It contains some important things, for example when the project should begin, when it should be completed, and how to provide the resources. As in the development project of Public Health Center building in LarenDistrict, Lamongan Regency in 2016 which has been delayed up to six weeks, causing inaccuracy between the planningschedule anddevelopment implementation. This research aims to be used as an evaluation to get the fastest acceleration time by using cut and crashing method. From the data obtained fromthe time schedule, cost estimate plan (RAB),wage price analysis, and project materials,the next step is making the job network and determining the critical pathfor cut and crash method. The results of the study show that the project acceleration can be done up to 82 days or 7 days faster than the normal day, that is 89 days with acceleration cost of Rp. 347.935.000,00 or increased from the normal cost of Rp. 345.390.000,00. The percentage of the selected acceleration time ratio is approximately 6.02% faster than the normal time, while for the acceleration cost is approximately 0.68% greater than the normal cost. Therefore, with this research, the work actually can be completed on December 13, 2016.","PeriodicalId":426383,"journal":{"name":"Jurnal CIVILA","volume":"36 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-10-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125491679","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
STUDI ANALISIS DAYA DUKUNG PONDASI TIANG PADA PEMBANGUNAN GEDUNG LP3M UNIVERSITAS KADIRI 对KADIRI大学LP3M建筑基础的动力分析分析
Jurnal CIVILA Pub Date : 2018-10-16 DOI: 10.30736/cvl.v3i2.259
A. I. Candra, Anasrudin Yusuf, F AmandaRizky
{"title":"STUDI ANALISIS DAYA DUKUNG PONDASI TIANG PADA PEMBANGUNAN GEDUNG LP3M UNIVERSITAS KADIRI","authors":"A. I. Candra, Anasrudin Yusuf, F AmandaRizky","doi":"10.30736/cvl.v3i2.259","DOIUrl":"https://doi.org/10.30736/cvl.v3i2.259","url":null,"abstract":"The foundation is a part of the building construction which is responsible for accepting and eradicating all the load from the building either live load or dead load from a land market building which is strong enough to support it . To determine the soil bearing capacity soil investigation needs to be done so that the building that are above the ground is not decreased (settlelment) is large enough, then the foundation must reach solid ground layer and the bearing capacity of the soil (bearing capacity) are permitted.   Strous foundation and bored pile used if the ground conditions in the bottom of the building does not have sufficient load bearing capacity to carry the load or if the hard soil that has a strong carrying capacity is located very deep from the ground surface. The purpose of this study is to calculate the carrying capacity of Strous Meyerhoff and Begemann on sondir results.","PeriodicalId":426383,"journal":{"name":"Jurnal CIVILA","volume":"350 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-10-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134410817","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: 13
REKAYASA JOB MIX BETON RINGAN MENGGUNAKAN HYDROTON DAN MASTER EASE 5010
Jurnal CIVILA Pub Date : 2018-10-16 DOI: 10.30736/cvl.v3i2.258
A. I. Candra, E. Siswanto
{"title":"REKAYASA JOB MIX BETON RINGAN MENGGUNAKAN HYDROTON DAN MASTER EASE 5010","authors":"A. I. Candra, E. Siswanto","doi":"10.30736/cvl.v3i2.258","DOIUrl":"https://doi.org/10.30736/cvl.v3i2.258","url":null,"abstract":"Concrete is a composite building material that functions very widely in the field of construction. This object is quite environmentally friendly in its application, because its existence can reduce the use of wood in the world of construction construction. But the size of the excess weight that is owned by the concrete structure when compared with wood is still less efficient, especially in the application for building construction with a building height of more than one floor. lighter.On this occasion we tried to use a number of aggregate combinations to design a lightweight concrete formula mix design to match the specified spec. The composition and aggregates that we use are type I portland cement, Master Ease 5010 additive, Hydroton, Batu Gombong as coarse aggregates and sand which are used as fine aggregates. Hydrotonini has hard and light characteristics. Shaped like spheres - small spheres measuring 1 - 2.5cm, usually used as alternative planting media in general. With such characteristics Hydroton is considered able to be used as a coarse aggregate substitute in the manufacture of lightweight concrete job mixes","PeriodicalId":426383,"journal":{"name":"Jurnal CIVILA","volume":"5 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-10-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130938263","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: 10
SERAT ECENG GONDOK SEBAGAI BAHAN ALTERNATIF ADMIXTURE PADA LASTON TIPE XI SNI 03-1737-1989 DITINJAU TERHADAP NILAI-NILAI UJI MARSHALL
Jurnal CIVILA Pub Date : 2018-10-16 DOI: 10.30736/cvl.v3i2.257
Errine Yulia Rizqi Intanti, Zulkifli B. Lubis
{"title":"SERAT ECENG GONDOK SEBAGAI BAHAN ALTERNATIF ADMIXTURE PADA LASTON TIPE XI SNI 03-1737-1989 DITINJAU TERHADAP NILAI-NILAI UJI MARSHALL","authors":"Errine Yulia Rizqi Intanti, Zulkifli B. Lubis","doi":"10.30736/cvl.v3i2.257","DOIUrl":"https://doi.org/10.30736/cvl.v3i2.257","url":null,"abstract":"In Indonesia, the road construction has experienced a fairly good development. From a wide range of road constructions, flexible pavement is the most chosen one because its characteristics: easy, fast, and efficient. However, flexible pavement has many weaknesses, for example the premature damage on the road surface after some time passed by the traffic so that the road cannot reach the planned age. For that, it is done a research to add a hot asphalt mixture material that aims to improve the quality of the mixture results. The selected ingredient is natural water hyacinth. The method used is trial and error with reference of SNI 03-1737-1989. Variations used are 2%, 4%, 6%, 8% and 10% of the asphalt weight, asphalt level used is 5.72 %. Of the 5 variations of mixture used on Type XI Asphalt Concrete Layer, it is obtained the result that the water hyacinth fiber level which has the best score and meet the specifications of SNI 03-1737-1989 is on the percentage of 6% which obtained from calculation data using graphs and regression model where Marshall Stability is equal to 644,46 Kg, flow 3,39 mm, VMA (voids in the mineral aggregate) is equal to 13,83 %, VFWA (voids filled with asphalt) is equal to 65,35%, VIM (voids in the mix) is equal to 2,52 %, density of 2.31 gr/cc, and Marshall Quotient of 164.03 Kg / mm.","PeriodicalId":426383,"journal":{"name":"Jurnal CIVILA","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-10-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130379733","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
JOBMIX BETON MENGUNAKAN PASIR LUMAJANG DAN PENAMBAHAN ADDITIVE MASTERPOZZOLITH®402R
Jurnal CIVILA Pub Date : 2018-09-01 DOI: 10.30736/CVL.V3I2.263
Ahmad Ridwan, Annisa Chandra
{"title":"JOBMIX BETON MENGUNAKAN PASIR LUMAJANG DAN PENAMBAHAN ADDITIVE MASTERPOZZOLITH®402R","authors":"Ahmad Ridwan, Annisa Chandra","doi":"10.30736/CVL.V3I2.263","DOIUrl":"https://doi.org/10.30736/CVL.V3I2.263","url":null,"abstract":"Concrete is an important element in a construction. The strength of the concrete is determined by the quality of the concrete. So that the mixture used must meet the standards, by using selected materials and adding other substances, it will produce a higher quality than SNI. Masterpozzolith® 402R additive is a mixture of concrete material that serves as a bonding enhancer on concrete, this material will react with cement and water so that when the element is fused it will produce a better bond between coarse and fine aggregates. In this study concrete will use lumajang sand and add the masterpozzolith® 402R additive as an additional material to achieve the desired high quality. with a concrete job mix using the K-200, it is expected to produce concrete with a quality above the specified target. The results of this study can include more than the targets that have been determined, with planning to use mutubeton K-200 the concrete produced can reach K-222, so the method is quite good when applied in construction.","PeriodicalId":426383,"journal":{"name":"Jurnal CIVILA","volume":"35 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114297106","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
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