cover
Contact Name
Lisa Oksri Nelfia
Contact Email
lisa@trisakti.ac.id
Phone
+6282122882180
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
Indonesian Journal of Construction Engineering and Sustainable Development (CESD)
Published by Universitas Trisakti
ISSN : -     EISSN : 26214164     DOI : http://dx.doi.org/10.25105/cesd
Indonesian Journal of Construction Engineering and Sustainable Development (CESD) ISSN 2621-4146 (Online) 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.
Articles 26 Documents
KINERJA MARSHALL CAMPURAN BERASPAL PANAS LAPIS (AC-BC) MENGGUNAKAN LIMBAH BETON Subagyo, Galih Wulandari; Indramaha, Indramaha
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 2, No 2 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD
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Abstract

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%.
ANALISIS PONDASI TIANG PANCANG BERDASARKAN HASIL PERHITUNGAN DAN LOADDING TEST Triastuti, Nusa Setiani; Indriasari, Indriasari
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 2, No 2 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD
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Abstract

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.
ANALISA PERILAKU PENURUNAN TANAH 1D PADA MATERIAL CAMPURAN YANG DIPADATKAN Putri, Christy Anandha
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 2, No 2 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD
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Abstract

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 Murniningsih, Siti; Mustafa, Alfisalam Ghifari
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 2, No 2 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD
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Abstract

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.
ANALISIS KINERJA OPERASIONAL KERETA API PANGRANGO BOGOR – SUKABUMI Saputra, Dika; Osly, Prima Jiwa; Meutia, Wita
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 2, No 2 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD
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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.
ANALISIS POSISI OPTIMAL PENGANGKATAN BALOK U-SHELL DENGAN MENGGUNAKAN CRANE Hamidi, Ahmad
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 2, No 2 (2019): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD
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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.
judul artikel sama persis dengan yang di upload Putri, Christy Anandha
SIPIL Vol 1, No 1 (2018): April
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Pengertian viskositas itu sendiri adalah kekentalan yang tentunya berkaitan dengan air. Semakin tinggi tingkat kekentalannya maka semakin besar pula hambatannya. Alat uji kekentalan merupakan sebuah alat uji yang digunakan untuk mengukur dan menganalisa tingkat kekentalan (viskositas) pada zat cair.
STABILISASI TANAH EKSPANSIF DI KAWASAN BUKIT INDAH CITY DAN PENGARUHNYA TERHADAP BIAYA Zayadi, Ruwaida
SIPIL Vol 12, No 2 (2012): September
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Perilaku tanah ekspansif dengan penyebarannya cukup luas, diataranya di kawasan Bukit Indah City Cikampek, seringkali menimbulkan masalah yang mengakibatkan kerusakan struktur bangunan, seperti: retakan pada badan jalan/lereng, retakan pada dinding bangunan, menggelembungnya lantai dasar bangunan, dan lain sebagainya. Oleh karena itu sifat dasar tanah tersebut harus dapat dirubah sehingga dapat dimaksimalkan sebagai bahan atau media pendukung konstruksi sesuai dengan fungsinya. Untuk mengatasi hal ini yang terpenting menjaga agar kadar airnya tidak berubah. Cara lain yang lazim dilakukan adalah menstabilisasi tanah dengan atau tanpa bahan tambahan. Untuk keperluan tersebut maka dilakukan penelitian mencari metoda untuk memperbaiki sifat dasar tanah ekspansif dengan bahan tambahan yang lebih variatif sehingga diperoleh hasil yang paling optimal dan efektif serta biaya murah. Penggunaan bahan stabilisasi yaitu: semen, pasir dan kapur pada dasarnya dapat digunakan dalam menurunkan sifat ekspansif tanah asli. Komposisi yang cocok adalah tanah asli dengan 25% kapur, tanah asli dengan 20% pasir dan tanah asli dengan 10% semen. Penggunaan semen sebenarnya dapat diandalkan, selain komposisinya hanya 10% dengan biaya relatif paling murah serta mudah diperoleh di pasaran. Namun penambahan bahan semen tidak terlalu signifkan dalam mengurangi sifat ekspansif tanah tersebut. Dari penelitian ini diperoleh kesimpulan bahwa pengaruh metoda perbaikan tanah ekspansif dengan penambahan 3 (tiga) bahan stabilisasi tersebut terhadap biaya yang diperlukan, ternyata tidak menghasilkan solusi seperti yang diharapkan. Oleh karena itu untuk mengatasi permasalahan tanah ekspansif, khususnya di kawasan Bukit Indah City dalam merencanakan suatu konstruksi bangunan tertentu sebaiknya menggunakan fondasi dalam sampai lapisan keras.
MODELLING OF DOMESTIC WATER DEMAND USING SPATIAL DATA POPULATION FOR CISADANE UPSTREAM WATERSHED Hidayat, Dina Paramitha Anggraeni; Yudistira, Yuddi
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 1, No 1 (2018): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
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In Indonesia, water resources management planning has done based on river area. But the problem is the calculation still based on population data with administrative boundary. This is caused by the lack of population data with watershed or river area boundary. Geographical Information System (GIS) is a tools to analyze, visualize and interpret data with spatial and geographic data. For this research, GIS is used to generate population data with watershed and river area boundary,then the result will used for domestic water demand calculation for Cisadane upstream watershed. For all district in Cisadane Upstream Watershed, the largest district in entire watershed are Cibungbulang, Leuwiliang and Nanggung. But the most dense population are Ciomas, Ciampea and Cibungbulang. The calculation using watershed boundary resulting significant difference from district boundary. With spatial data population using watershed boundary, domestic water demand calculation result can be more accurate than using all district population data.
RECENT ADVANCES OF CAST-IN-SITU PILE INTEGRITY TEST IN INDONESIA Kawanda, Aksan
INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CESD) Vol 1, No 1 (2018): INDONESIAN JOURNAL OF CONSTRUCTION ENGINEERING AND SUSTAINABLE DEVELOPMENT (CES
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Deep foundations, especially cast-in-situ piles became popular and key support for most structures in limited land, so as Jakarta. The piles quality became highly dependent on the soil condition and the skill of the contactors. It’s underneath the ground and this makes inspection to its quality became much more difficult. There is many methods for inspection, either by destructive method, i.e. coring, to non-destructive method like low strain integrity test (PIT), cross-hole sonic logging (CSL) and latest is thermal integrity profiler (TIP). Some advances in applicating and evaluating the pile integrity discussed here as well as its advantages and limitations.

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