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Indonesian Journal of Construction Engineering and Sustainable Development

sipil
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Published by Universitas Trisakti

ISSN : - EISSN : 26214146 DOI : https://doi.org/10.25105/cesd

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

Indonesian Journal of Construction Engineering and Sustainable Development (CESD) has been published since 2018 by the Department of Civil Engineering, Faculty of Architecture and Planning, Universitas Trisakti in association with the Construction services development Board of Jakarta (LPJK). This journal was previously known as “Jurnal Teknik Sipil” Since 2011. CESD is published regularly twice a year (June and December) and is currently indexed in Google Scholar. CESD is an open access peer reviewed journal, publishing theoretical papers, practise-oriented papers including case studies, state-of-the-art reviews by individuals, researchers and academia, experts in the field of Civil Engineering. Articles can be submitted in Bahasa or English. Associate Editors or Reviewers are also welcome. Our goal is to provide a scientific and technical background of the most recent achievements in civil engineering, Especially structural engineering, transportation structures, water and geotechnical engineering and sustainability in construction management

Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi

Articles 70 Documents

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PENGARUH MUATAN TRUK BERLEBIH TERHADAP NILAI KERUSAKAN DAN BIAYA PEMELIHARAAN JALAN RUAS CIKAMPEK-PAMANUKAN M Abdul Aziz G; Budi Hartanto Susilo
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 1 No. 2 (2018): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Cikampek-Pamanukan Road is the main route of Pantura in the area ofWest Java Province. The proportion of truck traffic in the lane tend to be higher along with the high traffic of goods. The research conducted in the Cikampek-Pamanukan section aims to analyze the magnitude of the effect of overloaded truckloads on the road damage value, to analyze the magnitude of the effect of overhead truckloads on road maintenance costs, and the costs incurred due to excessive truckloads. Methods The study was conducted by conducting a road damage survey from March to December 2016, and an overload truck survey using WIM tools from January to December 2014. The results showed the effect of overload loading on vehicle damage (ESAL) in the form of exponential curve with the equation Y = 23,722e0,0264x. The influence of overload truck volume on roaddamage resulted in Cirebon Y = 7,4823066 - 0,0000048X1 + 0, 004239X2, and Jakarta Y = 172,9392 + 0,00009X1 - 0,00830X2. The effect of overloaded truckloads on road maintenance costs with over 10% MST loading, resulting in a cost of Rp. 733.180.483,72

MANFAAT PENGGUNAAN BUILDING INFORMATION MODELLING (BIM) PADA PROYEK KONSTRUKSI SEBAGAI MEDIA KOMUNIKASI STAKEHOLDERS raflis raflis; bambang endro yuwono; Ripsky Rayshanda
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 1 No. 2 (2018): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Construction projects are becoming much more complex and difficult to manage, reciprocal interdependence between stakeholders is one of the causes, such as architects, civil engineers and mechanical. Building Information Modelling (BIM) not only allows the geometrical modelling butalso useful for management of construction project especially in communication between stakeholders. The aims of this papers is to find out the project benefit of BIM as a media communication. Data collection is done by distributing questionnaires to large companies both contractor or engineering consultants in DKI Jakarta who have used BIM in communication process. The data is processed by using the structural equation modeling (SEM) method and It was found that the use of BIM could facilitate stakeholders involved in the construction project work team in communicating and coordinating.

EVALUASI FAKTOR TEKNIS PENENTU KRITERIA DRAINASE BERWAWASAN LINGKUNGAN Sih Andajani; Dina P.A Hidayat
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 2 No. 1 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Integrated management of water resources is something that must be done to ensure the sustainability of water resources. Based on Minister of Public Works Regulation No. 10 of 2015, water resources management in Indonesia is based on 5 pillars where one of the pillars is the conservation of waterresources. Conservation of water resources is a basic concept of ecodrain wherein rainwater falling as much as possible will be absorbed into the ground again or known as zero runoff. One of the technical factors thatdetermine environmentally sound drainage criteria is the recharge system. In this research, the influence of the application of bioretension and rain garden will be discussed as one of the absorption systems for runoff hydrographs in an area, in this case the Upper Cisadane Watershed is used as the research location. Based on the results of the study, it was obtained the reduction of peak flood discharge with the application of type I, II, III and IV biorescence to the existing peak flood discharge of 26.89-26.93%, and reduction of peak flood discharge with the application of rain garden of 27.73%.

PERMODELAN NERACA AIR DI EMBUNG OELTUA UNTUK MEMENUHI KEBUTUHAN AIR DOMESTIK DI DESA OELTUA Dwi Ariyani; N.P Kayun
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 2 No. 1 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Kupang city in East Nusa Tenggara province have dry climate and low annual rainfall. This causes required a small dam to keep water during the rainy season so it is not wasted and can be worn when the dry season arrives. One of small dam in Kupang is Oeltua Small Dam. This small dam was built in March 1997 to supply the water demands of Oeltua Villagers. Efforts to conserve water resources is intended to get enough water to supply the needs of households and farms. The review on water balance at OeltuaSmall Dam to ensure that the demand and water resources is balance. The water supply is calculated according Mock method in the period from 2007 to 2017. The maximum debit is available at 0,841 m3/second in 2012 and the minimum debit is 0,565 m 3/second in 2016. Result of analysis indicates thatthe dry years occurred in 2015, 2016 and 2017 with an average monthly debit 0.053 m 3/second. In 2015 a dry month occured in October with an inflow of 77,547.47 m3 and an outflow of 5,994.23 m3. In 2016 dry months occurred in August with an inflow of 79,908.38 m3 and an outflow of 6,910.15 m3. In 2017 the dry month occured in August with an inflow of 80,609.11 m 3 and an outflow of 9,473.17 m3. It means that in dey months the Oeltua Small Dam are still able to supply the water demands of Oeltua Villagers.

Pendekatan Model Wasp Pada Pengendalian Pencemaran Sungai Dengan Parameter Uji Cod Randhi Saily; Manyuk Fauzi; Imam Suprayogi
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 2 No. 1 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

The rapid development requires enormous natural resources. So it appears that in development there is an overuse of natural resources, which results in disruption of the water system balance. Various impacts will occur as a result of unbalanced use of natural resources, the use of unbalanced natural resources around the Siak river area, causing an increase in pollution entering the river. Regulation of the Minister of PUPR Number 4 of 2015 concerning Criteria and Designation of River Areas, Siak River is one of the major rivers that receive national attention and is also included in the national strategic river category. Control of river pollution is done by analyzing the WASP modeling and the existing condition of the Siak river, the effect of the levels on the parameters of the mainstay discharge and the mainstay discharge and the percentage of pollution load reduction carried out to meet the class II quality standards. The results showed that theoverall condition of the Siak river was polluted. The average excess capacity of the COD pollution load at the time of the depandable discharge is -454,516 kg/day. Then at the time of the depandable discharge isvalued at -181,087 kg/day. The control effort taken is to reduce the COD contamination load so that the capacity of the pollution load is +177,742 kg/day when the depandable discharge is maximum and +72,536kg/day when the depandable discharge is minimum. Percentage reduction of COD contamination load at the minimum and maximum depandable discharge to meet the class II quality standard of 50%.

ANALISIS FAKTOR UNTUK MENGIDENTIFIKASI FAKTOR KETERLAMBATAN PADA PEKERJAAN GEDUNG BERTINGKAT Julia Damayanti; Dewi Rintawati
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 2 No. 1 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Successfully executing construction project within schedule is one of the most important aim, both from project owner and contractor’s point of view. Construction delay is a condition which is completely unwanted, as it will cause lost of money and time for both parties. This study was conducted to determine factors that most likely cause delays at the onset of the project. As many as 42 (forty two) variables have been identified as causing a delay claim based on the study of various literature. This is subsequently tested in the form of questionnaire or survey distributed to employers and contractors involved in the project, across different working levels of staff. Through factor analysis method using SPSS software, 7 (seven) factors have been further identified as main causes of delay claims in construction project. .

Reduksi Emisi Gas Rumah Kaca Campuran Aspal Industri Konstruksi Jalan Wiryawan Purboyo; Indra Maha
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 2 No. 1 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

The construction industry plays an important role in the national economic development, however it also contributes to greenhouse gas (GHG) emitters. According to the BPS Indonesia regarding Final Energy Consumption referring to the 2009-2013 sector, the Industrial and Construction sector ranked first, thus the phenomenons of global warming, climate change, energy conservation and GHG emission reduction has become important issues in the construction industry including road contruction industry. This study is to determine the amount of GHG emissions from road construction industry at the production and the implementation of the asphalt pavement construction stages and also to determine the gap of mitigation results against the GHG emission benchmarks. To achieve these objectives, development of data activities and identification of key sources of GHG emissions for each stage are carried out. Equipment type, capacity,specifications, year of manufacture and fuel requirements were obtained from the survey. GHG emission estimates refer to the IPCC 2006 procedures and Bina Marga AHSP 2010. Aggregate heating at the production stage of HMA using diesel as a benchmark compared to aggregate heating: 1. HMA production using LPG 2. HMA production with 60% original aggregate + 40% RAP using Solar 3. HMA production with 60% original aggregate + 40% of RAP uses LPG 4. Production of warm asphalt mixture (WMA) uses Solar 5. Production of warm asphalt mixture (WMA) uses LPG. Furthermore, the study also carried out a reduction in the temperature of the asphalt mixture to the distance and travel time from the production location to the project location. achieved reduction of GHG emissions exceeding the target of 2.4%. Themost dominant aggregate heating process produces GHG emissions of 59.5% - 67.5% for all stages. Ranking of the largest emitters: AMP (aggregate heating.

Analisa Sheetpile Pada Saluran PHB Inlet Rumah Pompa Taman Ratu Muhammad Imamuddin
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 2 No. 1 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Rumah Pompa Taman Ratu is located in Hilir Perumahan Taman Ratu Kota, West Jakarta Administration. In 2006 the construction of a pumping house was carried out to cope with flooding / inundation in the area downstream of the Taman Ratu connecting channel (PHB) with a capacity of 500 liters / second. The west and east sides of PHB Taman Ratu are inspection roads currently used by the community to access and exit the Taman Ratu Housing. The construction of the pump house does not have a flood gate due to limited land, so the pump must work every day to lower the water level at PHB Taman Ratu. Due to frequent rise and fall in elevation at Taman Ratu PHB, the PHB walls made of stone cause damage to several segments that can cause landslides. By doing soiltest using bore log and soiltest results analyzed using software, the PHB channel pouring is generated using Sheetpile type W400 A 1000 with a depth of 15 meters to resist landslides on the PHB Taman Ratu inspection road.

Analisis Pondasi Tiang Pancang Berdasarkan Hasil Perhitungan dan Loadding Test Nusa Setiani Triastuti; Indriasari Indriasari
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 2 No. 2 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Pile foundation is one of the solutions of high-rise buildings not in the area of restrict area. When the pile foundation reached until the hard ground reaches, a small settlement is expected and different setlement are not occur. The objective: analyze the results of loading tests compared carryng capacity calculations, pile cap thick required secure.The research method used in this research is the case study of pile foundation twelve floors building in Batam island. The reaction on the pile is analyzed using software program of non-linear structure version 9.5 which is supported by primary data, namely loading test and secondary data of soil investigation and the largest column force taken on the pole 1.618,854 ton, Mx -7,936 ton meter, My -75,531 ton meter.Carrying capacity analysis is based on friction and end bearing and calculated pole efficiency. The axial load of the plan is supported by 16 (sixteen) piles, based on the loading test (P) the ultimate pile foundation reaches 200% (two hundred percent) in the amount of 411.52 tons. Single pile carrying capacity is 205.76 tons .Settlement in the loading test results 10mm is smaller than from the setlement in calculation results. The stress acting on the pile cap of 12.453 kg/cm2 is smaller than the permit strees of 13 kg/cm2.

KINERJA MARSHALL CAMPURAN BERASPAL PANAS LAPIS (AC-BC) MENGGUNAKAN LIMBAH BETON Galih Wulandari Subagyo; Indramaha Indramaha
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 2 No. 2 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

In a State infrastructure development is needed for the progress of a nation. This is very important. It should be seen in terms of social, economic, and also have a positive interest because they have to increase development and economy. However, in the past will require new material. One effort to getnew material is by mining sand or rock from the volcanic lava flow deposits. The aforementioned issues are a strong driver in the development of asphalt pavement technology to obtain durable, inexpensive and environmentally friendly pavements including in Indonesia, which helps minimize the existence of natural destruction, one of which is related to using water material for paving new roads has done a lot. One of the waste materials that will be tried to be replaced by new aggregates in this study is concretewaste. variation of concrete waste of 0%, 5%, 10%, 15% of the total new aggregate. Then testing the object of the test with the Marshall test method obtained results of Marshall characteristics on the test. Based on the results of the study, the use of concrete waste as coarse aggregate on Marshallkararteristic values in the AC-BC mixture. The greater absorption of concrete waste causes asphalt to be absorbed more than when mixed without using concrete waste. From the analysis results obtained negative values, VMA, VIM and Marshall Quotient increase the increase, while the flow value and VFB increase decrease with increasing levels of concrete waste. The highest value was obtained at 15% concrete waste content that is 1807.1kg, the highest VMA value was obtained at 15% waste content that was 18.81%, the greatest VIM value was obtained at 15% concrete waste content level that was 10.06%, Marshall value The highest was obtained at 5% concrete waste content which was 748.70kg /mm, the highest flow value was obtained at 15% concrete waste content which was 5.82mm and the highest VFB value was obtained at normal levels that was 99.91%.

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Lisa Oksri Nelfia

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Home Page

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Contact Name Lisa Oksri Nelfia

Contact Email lisa@trisakti.ac.id

Phone +6221-5663232

Journal Mail Official cesd@trisakti.ac.id

Editorial Address Kampus A, Gedung C, Universitas Trisakti, Jalan Kyai Tapa No. 1 Jakarta Barat

Location Kota adm. jakarta barat, Dki jakarta INDONESIA

Abstract

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Contact Name
Lisa Oksri Nelfia

Contact Email
lisa@trisakti.ac.id

Phone
+6221-5663232

Journal Mail Official
cesd@trisakti.ac.id

Editorial Address
Kampus A, Gedung C, Universitas Trisakti, Jalan Kyai Tapa No. 1 Jakarta Barat

Location
Kota adm. jakarta barat,

Dki jakarta

INDONESIA