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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 PENAMBAHAN SERAT BAJA TERHADAP SIFAT MEKANIS REACTIVE POWDER CONCRETE shandy trisakti paiding lewa; Patria Kusumaningrum
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

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.

Analisis Stabilitas Lereng Menggunakan Model Numerik 3 Dimensi Studi Kasus Lereng Sekolah Terpadu di Kecamatan Jonggol Bogor desti santi pratiwi; Nirpan Lesmana; Indra Noer Hamdhan
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

Slope is the surface of the earth that forms an inclination angle, that it has the potential for landslides. Landslide will be occurred by several factors, such as steep slopes, large loads, high rain intensity, poor drainage systems, high ground water levels and others. Therefore, slope stability analysis is needed to ensured that the slopes are safe from landslides potential which injured many people. As for the prevention and handling of landslides that can be done, such as changing the geometry of the slopes, improving the drainage system, providing slope reinforcement such as gabions, retaining walls, poles and others. This study aims to determine the effect of water level on the stability of the existing slope and which has been reinforced by bored piles using a 3-dimensional numerical model. The case study reviewed is the slope in the Integrated School in Bendungan Village, Jonggol District, Bogor Regency. The results of the analysis show that in the existing conditions with a normal water level, the value of the safety factor (SF) is 1.16, and when the water level is critical, the SF value is 1.14. Whereas in slope conditions with the reinforcement of the bored pile, the analysis results show that the SF value with normal water level is 2.33 and when the water level is critical is 1.58. The results of the analysis with the reinforcement of the drill pile show that the SF value is more than 1.5 so that the slope is safe from landslide based on SNI 8460 of 2017.

PERSEPSI MAHASISWA TEKNIK SIPIL TERHADAP PROSES BELAJAR MENGAJAR SECARA ONLINE DI MASA PANDEMI COVID-19 julia damayanti; Giraldi Kuswanda
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

Online lectures have become the main means of academic learning during the COVID-19 pandemic. Without exception,this includes the students of the Civil Engineering study program, Faculty of Civil Engineering & Planning of Trisakti University who use online application facilites, such as google classroom, zoom and other media applications during online lectures. The purpose of this study is to determine the students’ perceptions of the online teaching and learning process during the COVID-19 pandemic. The population of this study are students of Civil Engineering program batch 2016 to 2020 who are registered as active for the odd semester of the 2020/2021 Academic Year. This research is a descriptive quantitative study and was conducted by using a simple random sampling method. The data collection techniques using interviews and questionnaires. The data analysis used to complete this research is the Likert scale survey method with a total sample of 247 student respondents.The results have shown that the majority of students of Civil Engineering as much as 90% attended online lectures using laptops. As many as 90% of the students stated that they used the Zoom application to attend lectures via video conference. Technical issues that are often experienced by students during online lectures are dominated by unstable internet networks, this was stated by 75% of the students. About 66% of the students agree that online lectures can be accessed easily, only 34% of the students are satisfied with the online lecture mode, and on the latest rule of New Normal, 58% of the students agree that learning should be done by blended learning method.

KETAHANAN DEFORMASI PERMANEN CAMPURAN BERASPAL PANAS LAPIS AC-BC MENGGUNAKAN LIMBAH BETON MUTU K-250 galih wulandari subagyo
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

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.

PENERAPAN VALUE ENGINEERING TERHADAP KINERJA BIAYA PROYEK PEMASANGAN JEMBATAN PIPA AIR MINUM BANJARNEGARA zulkifli zulkifli; Andi T
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

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).

Identifikasi Efektifitas Faktor Pada Proses Kerja Engineering Kontraktor di Proyek Konstruksi Secara Jarak Jauh di Masa Pandemi Covid-19 Ryan Faza Prasetyo
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

Covid-19 pandemic affected all of the country. Not only affected public’s health, pandemic also massively affected the social state and country’s economy. Some of the country already entering the recession, not limited to Indonesia. One of contributed sector in Indonesia’s economy is construction industry sector which this sector now in declining growth. The implementation of Work-from-Home (WFH) in construction company is one of many ways so the economy and construction sector in Indonesia keep on the track. On contrary, contractor’s engineering process in project need intensed communication with stakeholder and direct monitoring so it’s against the WFH concept. This research aim to know the effectivity of every contractor’s engineering process in project during pandemic. The result of research found that quantity survey process, making of method statement, and job safety analysis are effective enough to do with WFH concept. While the process of site construction progress calculation, design fixation, and shopdrawing process and approval are not effective to do wih WFH concept.

REDUKSI DEBIT LIMPASAN DENGAN MENERAPKAN SISTEM EKODRAINASE PADA KAWASAN PERUMAHAN Athallah manto; Trihono Kadri
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

Rapid growth at the time of the event demanded space and resources. Changes in land use in green areas into residential areas which reduce natural infiltration areas which make it difficult for air to absorb and cause surface runoff. Based on these conditions, it is necessary to develop a rainwater management method to reduce flood discharge, either managed by being infused, collected or channeled out of the area with the smallest possible discharge. By implementing a drainage system with an environmental or ecodrainage perspective in the Karawaci Kingdom Park housing area, it is possible to reduce runoff discharge that occurs. Some of the ecodrainage technologies that are applied in the slumping areas are rainwater storage, infiltration wells, biopores, bioretension and retention ponds. Based on the results of the calculation of the housing runoff discharge value of 0.22286 m3/s. By implementing an ecodrainage system, it can reduce 52% of the total area discharge and the rest will flow into the retention pond before being run off to the receiving water bodies. Due to limited land, the pool storage capacity is 900 m3.

PERANCANGAN EFEKTIVITAS PERBAIKAN TANAH DENGAN MENGGUNAKAN METODE PREFABRICATED VERTICAL DRAIN Priscilla azzahra chairani
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

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.

EVALUASI KEBUTUHAN DAN KEHILANGAN AIR PADA IRIGASI HILIR TANJUNG KOTA PADANG PANJANG Rahmad Hidayat; Sjelly Haniza; Randhi Saily
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 4 No. 1 (2021): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

Daerah Irigasi Hilir Tanjung terletak di Kelurahan Ganting Kota Padang Panjang Provinsi Sumatra Barat. Permasalahan pada irigasi ini adalah terjadinya kehilangan air pada saluran sekunder sehingga tidak mencukupi kebutuhan air tanam seluas 25,56 Ha. Tujuan penelitian ini untuk mengetahui nilai kehilangan air pada saluran sekunder, serta mengetahui nilai kebutuhan air tanam pada Daerah Irigasi. Metode penelitian yang digunakan adalah eksploratif-survey dengan dengan mengumpulkan data primer dan data sekunder yang diolah dengan pendekatan-pendekatan keruangan. Hasil evaluasi analisa yang didapat adalah nilai kebutuhan air Daerah Irigasi Hilir Tanjung sebesar 0,238 m3/dtk. Kehilangan air pada saluran sekunder sebesar 0,029 m3/dtk. Kekurangan debit air yang terjadi sebesar 0,070 m3/dtk.

Verifikasi Program Hibah Jalan Daerah (PHJD) Kabupaten Pesisir Selatan Wiryawan Purboyo
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol. 4 No. 1 (2021): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
Publisher : Universitas Trisakti

RPJMN 2015 – 2019 dan draft RPJMN 2020-2024 mentargetkan kemantapan jalan Provinsi sekitar 75% dan jalan Kabupaten sekitar 65%. Sampai saat ini masih terjadi backlog atas target kemantapan tersebut sekitar 6%. Maksud pekerjaan ini adalah melakukan penilaian teknis sebelum pra-verifikasi yaitu diantaranya berupa Penilaian Teknis dan pengadaan/tender untuk semua kontrak di dalam PHJD serta memberikan masukan perbaikan terhadap kualitas pekerjaan fisik dan pemenuhan item tata kelola sebelum verifikasi dilakukan. Verifikasi dilakukan sebagai syarat untuk pencairan hibah. Besaran alokasi dana hibah untuk konstruksi dan dana insentif sesuai dengan yang tercantum di dalam SPPH dan PHD. Dalam pelaksanaan PHJD, pemerintah daerah melakukan pembiayaan terlebih (pre finances )dahulu atas kegiatan penanganan jalan provinsi/kabupaten dan peningkatan tata kelola penanganan jalan. Tim Teknis melakukan pendampingan teknis mulai dari tahap perencanaan sampai dengan tahap pelaksanaan, monitoring dan evaluasi serta melakukan verifikasi atas hasil pekerjaan. Adapun verifikasi dilaksanakan melalui mekanisme verifikasi tahap I, tahap II dan tahap III sesuai dengan PMM. Hasil verifikasi terhadap Kabupaten Pesisir Selatan hasil diperoleh: a.Tahap I dari 18 dokumen output institusi 3 belum terpenuhi, b. Tahap II dari 20 dokumen output institusi semua terpenuhi, c. Tahap III dari 24 dokumen output institusi 1 belum terpenuhi. Total Nilai reimbursment lebih besar yaitu Rp.24.289.859.998,34 dari Nilai kontrak sebesar Rp.23.336.596.000,00; persentase penggantian adalah 104,8% dari nilai kontrak. Nilai penggantian dapat melebihi nilai kontrak maupun kurang dari nilai kontrak pekerjaan tergantung hasil verifikasi pelaksanaan pekerjaan. Program PHJD juga dapat membantu secara teknis untuk meningkatkan kualitas tata kelola penyelenggaraan jalan daerah di wilayah penerima PHJD

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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