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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 106 Documents

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Analisis Posisi Optimal Pengangkatan Balok U-Shell Dengan Menggunakan Crane Ahmad Hamidi
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

Riau University Education Hospital was built to support lectures and as a tool in research in the field of health. Teaching Hospital was built using U-Shell precast blocks with consideration of time and cost efficiency in project implementation. U-Shell beams are made at the project site and the method of lifting precast beams is generally recommended from the factory. While the U-Shell beam is made at the project site, it is necessary to calculate the lifting distance so that the beam when moved does not occur due tomoment damage. U-Shell beam lifting calculation is done with several alternatives, namely the position of 1 /3L, 1 / 4L and pedestal xL. The result of the moment calculation shows the moment value for each alternative, namely in the beam with dimensions of 350 mm x 800 mm position 1 / 3L M1 of-1242 Kgm and M2 of-931.5 Kgm, at position 1 / 4L M1 of-698.63 Kgm and M2 of 0, at position 1 / 5L M1 of-478.97 Kgm and M2 of 480.64 Kgm. As for the beam with dimensions of 300 mm x 700 mm position 1 / 3L M1 of -460.8 Kgm and M2 of -345.6 Kgm, at position 1 / 4L M1 of -256.2 Kgm and M2 of 0, at position 1 / 5L M1 of - 177.7 kg and M2 of 178.32 kg. From the three alternatives we get an effective lifting position, which is 1 / 5L.

Analisis Kinerja Operasional Kereta Api Pangrango Bogor – Sukabumi Dika Saputra; Prima Jiwa Osly; Wita Meutia
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

Kota Bogor dan Kota Sukabumi dua wilayah penting di Jawa Barat yang memiliki hubungan erat satu sama lain. Sehingga terdapat kebutuhan pergerakan yang besar pada kedua wilayah tersebut. Keterbuhungan antar kedua wilayah tersebut, difasilitasi oleh kereta api Pangrango Bogor – Sukabumi. Kereta api Pangrago yang diresmikan pada November 9, 2013 diharapkan dapat membantu memenuhi kebutuhan pergerakan pada kedua wilayah tersebut. Kereta api Pangrango digunakan untuk perjalanan kerja, berdagang maupun berlibur.. Maksud dari tujuan penelitian ini adalah untuk mengidentifikasi waktu henti dan waktu tempuh serta menganalisa kenyamanan kereta api Pangrango Bogor – Sukabumi. Metode pengumpulan data dalam penelitian ini menggunakan survei kinerja dan wawancara. Analisis yang digunakan adalah analisa jumlah responden dan analisis metode Importance Performance Analysis (IPA). Hasil dari kinerja rata – rata waktu tempuh dari stasiun Bogor Paledang – Sukabumi selama suvei sebesar121 menit dan hasilnya sama sesuai GAPEKA 2017 yaitu 121 menit. Rata – rata waktu tempuh dari stasiun Sukabumi – Bogor Paledang selama survei sebesar 122.66 dan hasilnya hampir mendekati GAPEKA 2017 yaitu 123 menit. Rata – rata waktu henti dari stasiun Bogor Paledang – Sukabumi selama survei sebesar 23 menit dan hasilnya sesuai GAPEKA 2017 yaitu 23 menit. Rata – rata waktu henti dari stasiun Sukabumi – Bogor Paledang selama survei sebesar 23 menit dan hasilnya sesuai GAPEKA 2017 yaitu 23 menit. Hasil dari metode Importance Performance Analysis (IPA) diperoleh rata – rata nilai tingkat kepuasan dan kepentingan dari keseluruhan atribut pelayanan kereta api Pangrango Bogor Paledang – Sukabumi sebesar6603 dan 8275. Dengan nilai kesesuain sebesar 79.79%. Dari hasil GAP ANALYSIS (kesenjangan) didapatkan nilai rata – rata dibawah 0, berarti atribut – atribut yang sudah tertera di kuersioner belum memenuhi harapan para pengguna kereta Api Pangrango Bogor – Sukabumi.

ANALISA PERILAKU PENURUNAN TANAH 1D PADA MATERIAL CAMPURAN YANG DIPADATKAN Christy Anandha Putri
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

Penurunan merupakan suatu hal yang tidak dapat dihindari bagi setiap proses konstruksi. Dimana, tanah akan mengalami penambahan beban yang bekerja diatasnya. Penurunan diperbolehkan untuk terjadi denganmemperhatikan kondisi yang disyaratkan untuk setiap ketentuan. Idealnya, penurunan tanah terjadi tidak dalam waktu yang lama, karena akan sangat mempengaruhi waktu pembangunan. Pulau Jawa memiliki jenis tanah yangresidual, hal ini terbentuk akibat dari pelapukan batuan yang keluar dari semburan gunung berapi dan tidak berpindah tempat. Sifatdan karakteristik tanah residual umumnya memiliki kandungan butir halus yang sangatbanyak, sehingga mampu untuk menyerap air lebih tinggi dan dapat dikategorikan sebagai tanah lunak jika kadar air didalamnya cukup tinggi. masalah yang sering dialami oleh tanah lunak adalah besarnya penurunan yang terjadi jika diberikan beban diatasnya. Pengujian terhadap material campuran dengan menggunkan tanah residual dan pasir yang berasal dari Lagadar, Jawa Barat dilakukan untuk mengetahui koefisien kompresibilitas (Cc) yang sangat menentukan penurunan tanah. Material uji dibuat dengan komposisi 10%, 20%, 30%, 40%, 50%, 70%, dan 100% kandungan tanah residual yang dipadatkan pada berat volume kering 1,36 gr/cm 3. Dari hasil pengujian tersebut diketahui bahwa nilai Cc meningkat seiring dengan bertambahnya kandungan tanah residual didalam material campuran. Serta penurunan tanah cenderung stabili hingga kandungan tanah residual mencapai 40%

ANALISIS DAMPAK NORMALISASI SUNGAI TERHADAP EROSI DAN SEDIMENTASI DI DAERAH PERKOTAAN STUDI KASUS: SUNGAI PESANGGRAHAN, JAKARTA Siti Murniningsih; Alfisalam Ghifari Mustafa
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

Flooding is one of the problems that often occurs in the DKI Jakarta area, which one of the causes is the change of land use in watersheds that were originally into development areas. Whereas, its often the cross section of the river will be disrupted due to the loss of the riverbanks and the narrower cross section of the river. In order to overcome this, the Jakarta Provincial Government in 2013 normalized several rivers that crossed the DKI Province and one of them was the Pesanggrahan River which will be further investigated. The purpose of this study is to analyze the effect of river normalization on erosion and sedimentation which will result in changes in the longitudinal and cross section of the river. To get an accurate map of theWatershed Area, Arc-GIS software is used while identification of river flow before and after normalization was carried out based on data from Central Office of River Region Ciliwung-Cisadane, Ministry of Public Works. Sediment samples were taken at 3 points on the river, upstream, middle and downstream, that were reviewed to determine the gradation of the sediment grains. The HEC-RAS application is used to simulate sediment transport on the river section before and after normalization. The simulation results are used to determine the cross section changes due to erosion and sedimentation and to determine the water level in the river. From the water level, the hydraulic radius can be calculated and then carried out sediment transport calculation using Ackers-White equation since the equation using grain distribution from range 0.02 – 4.94 mm. The results it was found that the sediment transport in the upstream point increased 155.11 tons / year,at the midpoint increased 89.64 tons / year and the downstream point decreased 0.28 tons / year.

PENGELOLAAN RISIKO PEMBANGUNAN JALAN TOL SERPONG – CINERE Dendi Purwana
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 3 No. 2 (2020): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Serpong - Cinere Toll Road which is being built has a 10.14 km long road that connects South Tengerang City Banten Province with Depok City West Java Province is part of the Jakarta Outer Ring Toll Road 2, which is expected to make it easier for motorists from Jabodetabek which will go to the Airport Soekarno-Hatta International and Jakarta or vice versa. Serpong - Cinere toll road development in its implementation is also possible to carry risks that must be taken seriously. This is related to the impact of risks that arise that can hinder and harm the project implementers in terms of cost, time, quality and scope of work. To minimize this risk, it is necessary to apply risk management in its implementation. Related to this, the study was conducted to find out the picture of risk management in the implementation of Serpong - Cinere toll road construction. This research used a descriptive qualitative research design with a case study method through a survey strategy using a questionnaire as a research instrument. After the results of the questionnaire are obtained, the next step is to arrange the importance level of risk to find out which risks have the most potential to hamper the process of carrying out the work. Furthermore, the Risk Breakdown Structure is analyzed based on the opinion of the respondents to find out what actions are taken to overcome the dominant risks which of course have a large influence on the completion of a job. The next step is the allocation of risk ownership, especially risks in the dominant category so that each party responsible can exercise the best control. The results showed that 40 risks (88.89%) of the 45 risks identified in the implementation of the Serpong - Cinere toll road construction project were included in the category of dominant risk that could potentially hamper work in terms of time, quality and cost. The largest risk ownership with the Serpong - Cinere toll road development project is owned by the Implementing Contractor at 59.38% risk, Owner at 31.25% and Supervisory Consultant at 9.38%.

Penilaian Kinerja dan AKNOP Daerah Irigasi Rawa DR Malind Kabupaten Merauke, Provinsi Papua Wiryawan Purboyo
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 3 No. 1 (2020): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

The Malind Swamp area (DR. MALIND) of 3,000 Ha is located +60 Km to the Northwest of the city of Merauke. The Malind Swamp area consists of 4 (four) irrigation networks, i.e: Kurik 1 (Rawasari); Kurik 3 (Padang Raharja); Kurik 5 (Suka Maju); and Kumbe. Swamp Irrigation is a supply bussines, regulate and dispose of water through a swamp irrigation network in the agricultural cultivation area. An assessment of the level of performance and the magnitude of the Operations and Maintenance Number of Need (AKNOP) to be implemented with stages: inventarisation and indentification irrigation networks and water building swamp irrigations; operation and maintenance cost calculation to get AKNOP irrigation networks and swamp irrigation infrastructure buildings.Performance assessment results of DR Malind irrigation network: Kurik 1, bad - network function value 33.56%; Kurik 3, bad - network function value 44.79%; Kurik 5, bad - network function value 42.71%; and Kumbe, bad network function value 14.25%. This shows that the swamp irrigation network in regulating water management or water management in most of the areas is not functioning properly because the canals and most of the water structures are damaged. The total cost of operating and maintaining the DR Malind swamp irrigation area is Rp. 5,988,014,824 per year with details: Operating costs = Rp.440,244,960; Routine maintenance costs = Rp. 866,924,944; Periodic maintenance costs = Rp. 4,468,844,824; Operating & maintenance costs per Ha = Rp. 1,996,005; O&M Cost per-m 'main irrigation channel = Rp.60,947

Pengaruh Penambahan Semen Sebagai Bahan Stabilisasi Tanah Terhadap Kecepatan Permeabilitas Pada Tanah Pasir Kelempungan Ulfa Jusi Jusi; Desi Yasri; Giovani Gabriel
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 3 No. 1 (2020): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Sand loamy soil is often used as construction material for buildings and highways. The disadvantages of this soil are low density and high permeability that can reduce the quality ofroad construction. One way to improve thequality of the soil is to stabilize it with cement added material. This study aims to determine how much the velocity of permeability of subgrade and to the addition of the Portland Cement Composite (PCC) mixture with variationsof 2%, 4%, and 6%. Calculation analysis method uses SNI M.22-1990-F. From the permeability test with the variation of native soil without cement mixture, the coefficient value is 10.025 cm/hour, with the addition of 2% cement the coefficient value is 7, 132 cm / hour, the addition of 4% cement is obtained coefficient of 6.245 cm /hour, the addition of 6% a value of 5.208 cm / hour was obtained. So it can be concluded that along with the increase in cement content for the clay sand mixture, the coefficient value is getting smaller

Identifikasi Faktor-Faktor Yang Mempengaruhi Keterlambatan Proyek Infrastruktur Kereta Cepat Jakarta-Bandung Yurianto Yurianto; Trihono Kadri
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 3 No. 1 (2020): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

High speed trains are designed with a speed of more than 350 km/ hour. High speed trains in Indonesia were built by PT Kereta Cepat Indonesia China (KCIC). The route served from Halim station in Jakarta to Tegal Luar Sation, which is located in Bandung district, has a length of 142.3 km. The construction of the fast train is divided into 4 (four) sections including sections 1, 2, 3 and 4. This fast train line consists of an elevated, tunnel and subgrade. Some construction works often experience delays due to complexity, land availability, design delays and availability of resources. Implementation time is an important factor in project management besides cost and quality. There are several factors that hinder the completion of the Jakarta-Bandung fast train project, so it is necessary to conduct a study on the inhibiting factors and solutions to minimize delays. The research method used is AHP weighting analysis. Based on the analysis and discussion, it can be concluded that from 61 potential aspects of the cause of the delay, there are 11 variables that affect the implementationtime of the Jakarta-Bandung fast train infrastructure development project based on the AHP ranking, including constraints in land acquisition for infrastructure buildings (63,144%), scheduling very strict projects by owners (61,771%), work order plans that are not well structured / integrated (61,570%), unavailability (materials, tools, labor) as needed (57,216%), shop drawings are not ready on time, no opportunity to learn (56,266%), changes in design / work details during implementation (56,170%), quite complicated project coordination (54,851%), negligence / delay by work sub contractors (53,081%), unclear technical specifications and less firm because it is too general (52,837%), there is a development permit procedure that is dip ery difficult for various parties (50,370%) and unfavorable weather conditions (49,680%)

Kematangan Shop Drawing Sebagai Penentu Pekerjaan Ulang (Rework) Proyek Konstruksi Ryan Immanuel; Bambang Endro Yuwono
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 3 No. 1 (2020): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Construction project implementation mostly faced by rework. Rework couldn’t be avoided and is experienced in a construction world. Rework is defined as all physical work of construction committed more than once or re-work which is done by contractor in the implementation stage, and or an activity to eliminate works that have been done before as a part of construction project out of resource context, where there is no change order and making up the cost from the owner. Rework could give a bad impact to performance, work productivity,and cost directly or indirectly having it has a quite significant consequences. By considering the bad impact obtained has far-reaching consequences, hence efforts to reduce the occurrence of rework in construction project stage is highly needed. This research was conducted to prove the maturity of Shop Drawing as a Determinant of Rework Project Construction of Multilevel Buildings Research carried out by using questionnaires. Respondents at the main survey stage were shown to contractors who were carrying out multistorey construction projects in the DKI Jakarta and surrounding areas. Respondents who filled in theProject Manager questionnaire were 3 people, 7 Site Managers, 5 Supervisors, 6 Quality Controls, 4 Engineering staff. In this study, data analysis techniques are determined using the AHP (Analytical Hierarchy Process) method, aiming to determine the dominant factors (ranking) of the factors that cause rework inconstruction work to prove the maturity of Shop Drawing As Determine Project Rework Construction of multistorey buildings. The results of this study indicate that the maturity of shop drawings greatly determines the occurrence of rework in multistorey building projects.

Evaluasi Distribusi Air Baku Pada Waduk Wonosari di Kabupaten Bengkalis Randhi Saily; Ahmad Hamidi
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 3 No. 1 (2020): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Wonosari Reservoir in Bengkalis Regency as a source of raw water to serve some residents of Bantan and Bengkalis districts. The volume of water in this reservoir has decreased annually due to the buildup of sedimentation. This research aims to analyze the relationship between raw water demand which is directly proportional with the projection of population growth and the availability of water in the Wonosari reservoir. The results of research conducted observational, in 2030 indicated a shortage of raw water with needs in Bantan and Bengkalis districts of 64.16 lt / sec and 215.96 lt/sec or equivalent with 5543.74 m3/day and 18658.09 m3/day which are the total of 24201.83 m3/day, while the availability of water is 94585.35 m3 and continues to decrease. Based on this analysis, it is necessary to anticipate the achievement of solutions to water availability so that needs can be met.

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Lisa Oksri Nelfia

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

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INDONESIA

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Editorial Team

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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