INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)最新文献

{"title":"KETAHANAN DEFORMASI PERMANEN CAMPURAN BERASPAL PANAS LAPIS AC-BC MENGGUNAKAN LIMBAH BETON MUTU K-250","authors":"Galih wulandari Subagyo","doi":"10.25105/cesd.v3i2.8325","DOIUrl":"https://doi.org/10.25105/cesd.v3i2.8325","url":null,"abstract":"There is a program regarding the Sustainable Development Goals (SDGs) for the period 2015-2030. These Sustainable Development Goals are also a continuation of the Millennium Development Goals (MDGs) which were agreed upon in 2000 and ended in 2015. Of the 17 existing points, they are related to sustainability. The Development Goals contain one of the points that discusses responsible consumption and production, where this point is included in point 12. Thus by 2030 Indonesia has a target that can achieve sustainable management and efficient use of natural resources. This is the basis of this study, where in this study using concrete to be a coarse substitution with a variation of concrete waste using 0%, 5%, 10%, 15% of the total new aggregate. Then carried out on the test object with the Marshall test method to the permanent deformation test so that the Marshall test results and the results of the permanent deformation are obtained. Concrete waste originating from K-250 quality concrete (ex-test with compressive strength) meets the requirements for hot asphalt mix aggregate based on the 2010 Highways Specification (Revision 3). The permanent deformation value of the Asphalt Concrete Binder Course layer mixture that uses K-250 quality concrete waste shows the level of concrete waste with a composition of 5% which has almost the same dynamic stability performance and speed when compared to 0% composition of concrete waste using 10% concrete waste. and 15% for the composition shows lower performance compared to 0% waste concrete.","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"43 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128482197","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}

{"title":"PENGARUH PENAMBAHAN SERAT BAJA TERHADAP SIFAT MEKANIS REACTIVE POWDER CONCRETE","authors":"S. Lewa, P. Kusumaningrum","doi":"10.25105/cesd.v3i2.8320","DOIUrl":"https://doi.org/10.25105/cesd.v3i2.8320","url":null,"abstract":"As urban growth increase, massive high-rise building construction become a critical solution. In high-rise building, column base may be subjected to very high axial load from the upper stories and may experience very large moment due to the lateral loads. As a result, the column base requires a great deal amount of reinforcement which make it very cramped. In order to prevent honeycomb as the reinforcement gap is narrow yet difficult to provide sufficient vibration during concrete casting, high performance concrete (HPC) may be the solution. One of the HPC innovations is Reactive Powder Concrete (RPC). RPC is a self-compacting type of HPC contains well graded fine and super fine aggregates with cement and pozzolanic material to strengthen the Interfacial Transition Zone (ITZ) between the mortar matrix and fine aggregates. RPC may achieve high compressive strength as the mix uses low water to cement ratio, thus it introduces less void and no coarse aggregates, thus ITZ is stronger. RPC has similar characteristic as concrete, with its brittle behaviour. To avoid the brittle failure of RPC, in this study steel fibers are added into the RPC mixture. This research is conducted to examine the effectiveness of using steel fibers on the mechanical properties of Steel Fiber Reactive Powder Concrete (SFRPC). The steel fiber is aimed to increase ductility of tensile strain hardening condition by its multiple crack-bridging behavior.","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"27 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125682888","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}

{"title":"PENERAPAN VALUE ENGINEERING TERHADAP KINERJA BIAYA PROYEK PEMASANGAN JEMBATAN PIPA AIR MINUM BANJARNEGARA","authors":"Z. Zulkifli, T. Andi","doi":"10.25105/cesd.v3i2.8550","DOIUrl":"https://doi.org/10.25105/cesd.v3i2.8550","url":null,"abstract":"Fast economic growth in Indonesia in many aspects within limited materials, manpower, and project deadlines especially for infrastructure in construction, creativity and a perfect plan is a must for the inevitable challenge in the future, that is why the Value Engineering in construction management needed for the best solution.Drink water pipe bridge at Banjarnegara is using steel rod frame construction, with the same function as using the steel girder. Construction with the steel rod frame can make the efficiency up to 49 % compared to steel girder. Applying the efficient lighter materials from the fabrication process and the exact working time, we got significant cost performance index (>1).","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"46 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114841418","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}

{"title":"PERANCANGAN EFEKTIVITAS PERBAIKAN TANAH DENGAN MENGGUNAKAN METODE PREFABRICATED VERTICAL DRAIN","authors":"Priscilla azzahra chairani","doi":"10.25105/cesd.v3i2.8553","DOIUrl":"https://doi.org/10.25105/cesd.v3i2.8553","url":null,"abstract":"As a country that surrounded by active volcanoes, Indonesia has a very diverse clay soil content. However, in reality, clay soil is an unfavorable condition for construction activities because of its low-level of stability. Therefore, when the clay soil receives a static load on it, the soil will slowly have a settlement due to the dissipation of pore water. This settlement usually occurs over a very long period of time, thus, it is necessary to do the soil improvement using Prefabricated Vertical Drain (PVD) combined with preloading in order to shorten the time of soil consolidation so that the consolidation process becomes faster. Soil settlement analysis is calculated using two soil parameters derived from the NSPT correlation data and laboratory test data to determine the most efficient soil parameters. Furthermore, a theoretical soil improvement analysis was carried out by comparing Baron's theory and Hansbo's theory and using the Settle3D analysis program. The analysis results show that the calculation of consolidation settlement using soil parameters from laboratory test results has the closest value to the actual results in the field with a efficiency of 91%. Meanwhile, for soil improvement, the most effective PVD design was chosen using the Hansbo theory with a triangular installation pattern and a spacing of 150 cm combined with a gradual embankment.","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"214 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-12-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123152313","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}

{"title":"ANALISIS DAMPAK NORMALISASI SUNGAI TERHADAP EROSI DAN SEDIMENTASI DI DAERAH PERKOTAAN STUDI KASUS: SUNGAI PESANGGRAHAN, JAKARTA","authors":"Siti Murniningsih, Alfisalam Ghifari Mustafa","doi":"10.25105/CESD.V2I2.6486","DOIUrl":"https://doi.org/10.25105/CESD.V2I2.6486","url":null,"abstract":"<span><em>Flooding is one of the problems that often occurs in the DKI Jakarta area, which one of the causes is the </em><span><em>change of land use in watersheds that were originally into development areas. Whereas, its often the cross </em><span><em>section of the river will be disrupted due to the loss of the riverbanks and the narrower cross section of the </em><span><em>river. In order to overcome this, the Jakarta Provincial Government in 2013 normalized several rivers that </em><span><em>crossed the DKI Province and one of them was the Pesanggrahan River which will be further investigated. </em><span><em>The purpose of this study is to analyze the effect of river normalization on erosion and sedimentation which </em><span><em>will result in changes in the longitudinal and cross section of the river. To get an accurate map of the</em><br /><span><em>Watershed Area, Arc-GIS software is used while identification of river flow before and after normalization </em><span><em>was carried out based on data from Central Office of River Region Ciliwung-Cisadane, Ministry of Public </em><span><em>Works. Sediment samples were taken at 3 points on the river, upstream, middle and downstream, that were </em><span><em>reviewed to determine the gradation of the sediment grains. The HEC-RAS application is used to simulate </em><span><em>sediment transport on the river section before and after normalization. The simulation results are used to </em><span><em>determine the cross section changes due to erosion and sedimentation and to determine the water level in the </em><span><em>river. From the water level, the hydraulic radius can be calculated and then carried out sediment transport </em><span><em>calculation using Ackers-White equation since the equation using grain distribution from range 0.02 – 4.94 </em><span><em>mm. The results it was found that the sediment transport in the upstream point increased 155.11 tons / year,</em><br /><span><em>at the midpoint increased 89.64 tons / year and the downstream point decreased 0.28 tons / year.</em></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span><br /><br class=\"Apple-interchange-newline\" /></span>","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2020-02-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129861863","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}

{"title":"Pendekatan Model Wasp Pada Pengendalian Pencemaran Sungai Dengan Parameter Uji Cod","authors":"Randhi Saily, Manyuk ' Fauzi, Imam ' Suprayogi","doi":"10.25105/CESD.V2I1.6014","DOIUrl":"https://doi.org/10.25105/CESD.V2I1.6014","url":null,"abstract":"<span><em>The rapid development requires enormous natural resources. So it appears that in development there is an </em><span><em>overuse of natural resources, which results in disruption of the water system balance. Various impacts will </em><span><em>occur as a result of unbalanced use of natural resources, the use of unbalanced natural resources around the </em><span><em>Siak river area, causing an increase in pollution entering the river. Regulation of the Minister of PUPR </em><span><em>Number 4 of 2015 concerning Criteria and Designation of River Areas, Siak River is one of the major rivers </em><span><em>that receive national attention and is also included in the national strategic river category. Control of river </em><span><em>pollution is done by analyzing the WASP modeling and the existing condition of the Siak river, the effect of </em><span><em>the levels on the parameters of the mainstay discharge and the mainstay discharge and the percentage of </em><span><em>pollution load reduction carried out to meet the class II quality standards. The results showed that the</em><br /><span><em>overall condition of the Siak river was polluted. The average excess capacity of the COD pollution load at </em><span><em>the time of the depandable discharge is -454,516 kg/day. Then at the time of the depandable discharge is</em><br /><span><em>valued at -181,087 kg/day. The control effort taken is to reduce the COD contamination load so that the </em><span><em>capacity of the pollution load is +177,742 kg/day when the depandable discharge is maximum and +72,536</em><br /><span><em>kg/day when the depandable discharge is minimum. Percentage reduction of COD contamination load at the </em><span><em>minimum and maximum depandable discharge to meet the class II quality standard of 50%.</em></span></span></span></span></span></span></span></span></span></span></span></span></span></span><br /><br class=\"Apple-interchange-newline\" /></span>","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"8 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-11-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114265499","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}

{"title":"PENYEMPURNAAN SISTEM PENGELOLAAN AIR IRIGASI MENGHADAPI IRIGASI MODERN DI INDONESIA","authors":"Soekrasno Soekrasno","doi":"10.25105/CESD.V1I2.4103","DOIUrl":"https://doi.org/10.25105/CESD.V1I2.4103","url":null,"abstract":"<span><em>Damage to irrigation areas in Indonesia covering an area of 0.37 million hectares for severe damage and </em><span><em>an area of 1.25 million hectares for moderate and mild damage, has an impact on Indonesia's ability in </em><span><em>rice production; rice imports were almost half a century, and only the adequacy of rice was 2 X, i.e. 1984 </em><span><em>and 2009. This was due to low irrigation services which resulted in less optimal carrying capacity of food </em><span><em>security. The deterioration in the function of irrigation services can be grouped into 5 causes of low </em><span><em>irrigation pillars, namely: vulnerability of water sources, lack of irrigation infrastructure, low irrigation</em><br /><span><em>water management, weak management institutions, and low human resources. The cause will be eliminated </em><span><em>by the irrigation modernization program by working on these five pillars. One of the pillars in the </em><span><em>modernization of irrigation that needs to be improved is the irrigation management system. The purpose of</em><br /><span><em>this paper is to contribute ideas in improving the irrigation management system in Indonesia. The author </em><span><em>has conducted observations and research on several irrigation areas, both the authority of the Central, </em><span><em>Provincial and District Governments, especially visits to DI Wadaslintang, Central Java and DI </em><span><em>Bondoyudo, East Java concerning irrigation water management systems. What stands out is the low level </em><span><em>of irrigation services due to the inefficient irrigation water management system in Indonesia, in addition to </em><span><em>the nature of service-based provision and not service-oriented based on farmers' needs. Identification was</em><span><em>carried out on the DI to find out the reasons for the low irrigation water management system, namely: </em><span><em>orientation to water supply, calculation of irrigation requirements, water allocation method, irrigation</em><br /><span><em>water distribution schedule, irrigation water loss, irrigation operational steps, irrigation water </em><span><em>productivity measurement This study analyzes the factors causing the low irrigation water management </em><span><em>system while making a formula for the improvement proposal in the form of 7 steps.</em></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span></span><br /><br class=\"Apple-interchange-newline\" /></span>","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"61 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126240287","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}

{"title":"PENGARUH PERGERAKAN MEANDER TERHADAP KESEIMBANGAN ALUR SUNGAI","authors":"Siti Murniningsih","doi":"10.25105/CESD.V1I2.4099","DOIUrl":"https://doi.org/10.25105/CESD.V1I2.4099","url":null,"abstract":"<span><em>Most of the river in Indonesia has a meander area especially located at the lower reach. Since the pattern of </em><span><em>the community behaviour in Indonesia, people live in surrounding or along the river while the river plains </em><span><em>and delta consist of alluvial soils, thus, meander migration usually occurs as a response to natural or manmade disturbances of the fluvial system. Meander River in urban area usually encourage sediment transport </em><span><em>problem such as riverbed aggradations at the area surrounding inside of the bank then will decrease the </em><span><em>river capacity in retaining flood while simultaneously eroding on the outer banks of meander bends. </em><span><em>Regarding velocity distribution at the channel cross section, the minimum velocity is occurring on the inside </em><span><em>of the meander, therefore some of the sediment loads is deposited. Related with the phenomena, protection </em><span><em>against sedimentation and erosion along meandering river extremely needed. Previously, river adjustment </em><span><em>within meander area are continually being made, therefore, eventually the gradient of a stream is altered to </em><span><em>accommodate the volume of water and the velocity necessary to transport the sediment load. In this paper,</em><span><em>understanding of various phenomenon’s in the meander area due to the sedimentation processes are </em><span><em>described and propose the new concept of protection with low impact development (LID) approach.</em></span></span></span></span></span></span></span></span></span></span></span><br /><br class=\"Apple-interchange-newline\" /></span>","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"8 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128291961","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}

{"title":"MANFAAT PENGGUNAAN BUILDING INFORMATION MODELLING (BIM) PADA PROYEK KONSTRUKSI SEBAGAI MEDIA KOMUNIKASI STAKEHOLDERS","authors":"Raflis Raflis, B. Yuwono, Ripsky Rayshanda","doi":"10.25105/CESD.V1I2.4197","DOIUrl":"https://doi.org/10.25105/CESD.V1I2.4197","url":null,"abstract":"<span><em>Construction projects are becoming much more complex and difficult to manage, reciprocal </em><span><em>interdependence between stakeholders is one of the causes, such as architects, civil engineers and </em><span><em>mechanical. Building Information Modelling (BIM) not only allows the geometrical modelling butalso useful </em><span><em>for management of construction project especially in communication between stakeholders. The aims of this </em><span><em>papers is to find out the project benefit of BIM as a media communication. Data collection is done by </em><span><em>distributing questionnaires to large companies both contractor or engineering consultants in DKI Jakarta </em><span><em>who have used BIM in communication process. The data is processed by using the structural equation </em><span><em>modeling (SEM) method and It was found that the use of BIM could facilitate stakeholders involved in the </em><span><em>construction project work team in communicating and coordinating.</em></span></span></span></span></span></span></span></span><br /><br class=\"Apple-interchange-newline\" /></span>","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"24 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126447649","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}

{"title":"BRACING SEBAGAI TEKNOLOGI KONTROL SEISMIK PADA STRUKTUR RUMAH TRADISONAL SUMATRA","authors":"M. Ihsan","doi":"10.25105/cesd.v1i2.4101","DOIUrl":"https://doi.org/10.25105/cesd.v1i2.4101","url":null,"abstract":"<span><em>Sumatra Island is earthquake hazard area in Indonesia, because two continental plates generate subduction </em><span><em>zone. In Sumatra there are many traditional house, function of traditional house is dwellings as well as </em><span><em>community meeting halls because that have cultural and historical values. The ancestors have also learned</em><br /><span><em>a lot about natural events they have experienced, from this experience they can make earthquake resistant </em><span><em>structures for large earthquake, the result is that the Traditional Houses can still stand firm. One of the </em><span><em>seismic control technologies in Sumatran traditional house is bracing. In this paper the structure of </em><span><em>Sumatran Traditional Houses modeled by numerical analysis and analyzed dynamically behavior from its </em><span><em>structure. The analysis revealed the secrets of seismic bracing control in the structure of the Sumatran </em><span><em>Traditional House.</em></span></span></span></span></span></span></span></span><br /><br class=\"Apple-interchange-newline\" /></span>","PeriodicalId":103613,"journal":{"name":"INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD)","volume":"225 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114909864","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}