cover
Contact Name
Zulis Erwanto
Contact Email
zulis.erwanto@poliwangi.ac.id
Phone
+628155121785
Journal Mail Official
jaceit@isas.or.id
Editorial Address
Indonesian Society of Applied Science Jl. Raya ITS, Sukolilo, Surabaya, 60111
Location
Unknown,
Unknown
INDONESIA
Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT)
ISSN : -     EISSN : 27235378     DOI : https://doi.org/10.52158/jaceit
Ruang lingkup Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT) adalah : 1. Struktur mencakup penerapan mekanika teknik seperti pada penerapan struktur beton, baja, kayu, dan komposit. Termasuk penerapan dalam rekayasa gempa suatu bangunan gedung dan jembatan. 2. Manajemen Konstruksi. Bidang manajemen konstruksi mencakup dalam penerapan optimalisasi estimasi biaya, penjadwalan proyek, manajemen proyek, analisa dokumen tender/lelang, penentuan kelayakan ekonomi suatu proyek, semua hal yang berkaitan dengan hukum dan perizinan bangunan hingga pengorganisasian pekerjaan di lapangan sehingga diharapkan bangunan tersebut selesai tepat waktu. 3. Material Maju. Bidang material maju merupakan suatu terapan inovasi untuk mencari material konstruksi bahan bangunan yang memiliki keterbaruan baik dari segi keawetan, keringanan, kekuatan/mutu, dan keekonomisan yang mampu diterapkan di dalam suatu konstruksi bangunan sipil. 4. Hidroteknik dan Sumber Daya Air. Bidang hidroteknik dan sumber daya air mencakup bidang teknik sipil keairan seperti penerapan hidrologi dalam memprediksi perubahan iklim dan cuaca, menganalisa aliran permukaan dan air bawah tanah serta menganalisa besaran muatan sedimen dan hidrograf banjirnya serta permasalahan-permasalahannya. Untuk penerapan hidrolika dalam menganalisa bangunan keairan seperti perencanaan bangunan waduk, embung, kolam retensi, bendung, bendungan, saluran drainase, bangunan dan saluran irigasi, bangunan pelindung sungai, normalisasi sungai. Sedangkan bidang sumber daya air mencakup penerapan optimalisasi dan manajemen sumber daya air untuk diterapkan di pertanian, perkebunan dan kehutanan, serta dalam menganalisa konservasi air dan tanah serta bangunan konservasinya. 5. Bidang geoteknik ini mencakup struktur dan sifat berbagai macam tanah dan batuan dalam menopang suatu bangunan yang akan berdiri di atasnya. Cakupannya dapat berupa investigasi lapangan yang merupakan penyelidikan keadaan-keadaan tanah suatu daerah, penyelidikan laboratorium serta perencanaan konstruksi tanah dan batuan, seperti: timbunan (embankment), galian (excavation), terowongan tanah lunak (soft soil tunnel), terowongan batuan (rock/mountain tunnel), bendungan tanah/batuan (earth dam, rock fill dam), dan lain-lain. 6. Bidang transportasi mencakup sistem transportasi dalam perencanaan dan pelaksanaannya. Cakupan bidang ini antara lain konstruksi dan pengaturan jalan raya, jalan rel, konstruksi bandar udara, terminal, stasiun, pelabuhan dan manajemennya. 7. Teknik Lingkungan. Bidang teknik lingkungan mencakup permasalahan-permasalahan dan isu lingkungan. Cakupan bidang ini antara lain penyediaan sarana dan prasarana air bersih, pengelolaan limbah dan air kotor, pencemaran sungai, pencemaran air tanah, polusi suara dan udara hingga teknik penyehatan serta kualitas air. 8. Pemetaan / Geomatika/ Penginderaan Jauh. Bidang ini mencakup penerapan suatu pemetaan hasil ukur tanah terhadap pemecahan suatu permasalahan kondisi geografis muka bumi baik itu melalui citra satelit, dan penginderaan jauh. Salah satunya dengan penerapan analisa Sistem Informasi Geografis dan perangkat aplikasi lainnya. 9. Rekayasa Teknologi Infrastruktur. Bidang ini merupakan penerapan keilmuan ketekniksipilan dalam merancangbangun infrastruktur dan penerapan teknologi infrastruktur dalam suatu pembangunan yang berkesinambungan yang berwawasan lingkungan.
Articles 16 Documents
Sea Water Intake Building Based on Revetment and Groins Structures Maha Agung, Putera Agung; Dandung Novianto
Journal of Applied Civil Engineering and Infrastructure Technology Vol 1 No 1 (2020): Agustus 2020
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v1i1.18

Abstract

An open sea water intake structure is designed without desalination treatment system at the port area. Fresh water from intake system later on is used for refrigeration system. Function of intake structure is to collect water with special characteristic issue to minimize the volume of sand sediment entered in the intake pipe. Floating and suspended sediment particles passed by the pipe filter causes negative impact and damage to the pump and or heat exchanger systems in Power Plant, so it must be cleaned periodically and requires extra costs. New design of sea water intake at study area uses revetment and groin system to retain the floating and suspended sand sediment, the structure system is able to be expected retaining all sediment particle types and cost maintenance of intake system can be reduced.
Study of the Effect of Different Concrete Treatment Methods on Concrete Compressive Strength Irawan saputra, Irawan; Mirza Ghulam Rifqi; M. Shofi’ul Amin
Journal of Applied Civil Engineering and Infrastructure Technology Vol 1 No 1 (2020): Agustus 2020
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v1i1.22

Abstract

The process of bonding cement with water in the manufacture of concrete will cause side effects of rising temperature in concrete commonly called the hydration process. Heat hydration is too high can result in cracks in the concrete, therefore the need to do concrete maintenance work that serves to maintain the stability and availability of water in the concrete during the hydration process. The study uses cylinder-shaped test objects with a diameter of 15 cm and a height of 30 cm. There are 36 test objects and three types of treatments to be used in the study, i.e. soaking treatment, treatment wrapped with a plastic sheet, and curing compound treatment. Strong press testing is done at the age of 7, 14, and 28 days. Results of the study showed strong press pressing age 7 days concrete type with soaking treatment, treatment wrapped with a plastic sheet, and a consecutive curing compound treatment 0.38 MPa, 1.68 MPa and 2.29 MPa. Strong Test press Age 14 days concrete type with soaking treatment, treatment wrapped with a plastic sheet, and curing compound treatment consecutive 21.97 MPa, 21.59 MPa, 20.29 MPa. Strong Test Press Age 28-day type of concrete with soaking treatment, treatment wrapped with a plastic sheet, and the curing of the successive compound maintenance 25.89 MPa, 23.78 MPa, and 22.48 MPa.
Existing Study and Technical Recommendations for National Roads in Ambon City Hamkah, Hamkah; Christina Siwalette; Lenora Leuhery
Journal of Applied Civil Engineering and Infrastructure Technology Vol 1 No 1 (2020): Agustus 2020
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v1i1.55

Abstract

The national road in Ambon City connects Pattimura Airport with Yos Sudarso Port having double access with parallel road conditions. Some road segments are not continuous like Jalan A.M. Sangadji and Jalan Rijali, have two lanes but are still one-way. This article aims to examine the capacity of the two existing national road segments in Ambon City based on the condition of each road segment according to the LHR, side barriers and continuous road requirements. The study was carried out in a structured and systematic manner according to the scientific stages using data from field observations and the latest secondary data from data sources in the BPJN XVI Ambon work unit covering Segment I (Down Road) and Segment II (Up Road). The results of the study were selected three alternative national road access, namely: First Alternative, using segment I national road access with recommendations for Reclamation of Mardika Beach, connecting 6 roads each: Jaalan Yos Sudarso, Jalan Pala, Jalan Pantai Mardika, Jalan Pantai Batu Merah, Jalan Ongko Liong, and Jalan Sultan Hasanuddin. The Second Alternative, using Segment II national road access with recommendations for Flyover Development, connecting 6 roads each: Jalan Pelabuhan, Jalan A.M. Sangadji, Jalan Diponegoro, Jalan Ahmad Yani, Jalan Rijali, and Jalan Jenderal Sudirman. The Third Alternative, using parallel national road access between Segment I and Segment II for current conditions, with recommendations on traffic engineering and handling of several road sections to be continuous.
The Simulation Of Return Period Design Flood At KG2 Setail Storage Planning In Yosomulyo Village Gambiran Sub District Banyuwangi Yuda Pratama Gumelar; Zulis Erwanto; Andi Wijanarko
Journal of Applied Civil Engineering and Infrastructure Technology Vol 1 No 1 (2020): Agustus 2020
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v1i1.59

Abstract

Based on Banyuwangi Regency Regulation Number 08 of 2012 concerning the Spatial Planning of the Banyuwangi Regency in 2012 related to the development of reservoirs and storages. To meet the irrigation water needs in Yosomulyo Village, the construction of the KG2 Setail storage is required. The purpose of this study was to determine the results of the flood discharge simulation of the KG2 Setail storage planning using the HEC-RAS program. For the calculation of flood discharge when using the rational method. For flood design simulations using the assist of the HEC-RAS (Hydrology Engineering Center - River Analysis System) program by inserting a cross-section of the storage. From the results of a flood simulation with the HEC-RAS assistance program in the KG2 Setail storage planning with a 1-year return planning discharge of 41.21 m3/sec, a 2 year return period of 90.30 m3/sec, a 5 year return period of 112.78 m3/sec, when the 10-year return period was 125, 16 m3/sec, the 20-year return period was 136.29 m3/sec and the 25-year return period was 138.63 m3/sec, there was no overflow of water in the design according to plan The KG2 Setail storage can be set aside to allocate a discharge of up to 25 years by the original plan with a storage capacity of 384.37 x 103 m3.
Assessment Of Green Building Based On Greenship For New Building Version 1.2 Using Fuzzy Logic Fajrin Nur Arlisyah; Sri Sukmawati; Anita Trisiana
Journal of Applied Civil Engineering and Infrastructure Technology Vol 1 No 1 (2020): Agustus 2020
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v1i1.61

Abstract

Green Building Council Indonesia (GBCI) is an institution established by building construction and construction sector professionals with a rating system for each building called Greenship. Greenship is a value as a benchmark of green building. One of the GBCI certifications is Greenship for new buildings. Jember University is a tertiary institution which has started to build high-rise buildings to provide facilities for the students. One of the multi-story buildings being built is the Postgraduate building for 5 (five) floors of law faculty students who completed their work in October 2019 so that the assessment is carried out until the Final Assessment stage. Using the assessment of Greenship for new buildings version 1.2 an assessment is carried out to determine the rating of the building. Assessment is done by direct observation, interviews, and questionnaires. The assessment results are processed using the fuzzy logic method through the Matlab application which refers to the Greenship guide for new buildings 1.2. After the assessment, the Postgraduate Faculty of Law building received a score of 40,6 (Bronze). Based on these results a recommendation is made so that it gets a value of 46,6 with a Silver rating.
Pengaruh Variasi Suhu Air 27ºC, 37ºC, 47ºC Pada Campuran Beton Terhadap Nilai Kuat Tekan Beton Struktural Fatma Rosita Hardiani; Rifqi, Mirza Ghulam; Khomari, Mohamad Galuh
Journal of Applied Civil Engineering and Infrastructure Technology Vol 1 No 2 (2020): Desember 2020
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v1i2.64

Abstract

The purpose of this research was to determine the effect of water temperature on the concrete mixture using water with a temperature of 27ºC, 37ºC, 47ºC in the concrete mixture to value structural concrete compressive strength. This research uses cylindrical specimens with a size of 150 mm diameter and 300 mm in height. The study involved testing compressive strength at the age of 3 days, 7 days, 14 days, and 28 days. Based on the test results, the compressive strength values obtained at 3 days of age with a water temperature of 27ºC to 14.132 MPa, 37ºC to 19.496 MPa, 47ºC to 21.554 MPa. The results of testing at the age of 7 days obtained compressive strength with a water temperature of 27ºC to 19.817 MPa, at 37ºC to 22.471 MPa, at 47ºC to 25.822 MPa. The results of testing at the age of 14 days with a water temperature of 27ºC to 27.090 MPa, at 37ºC to 28.556 MPa, at 47ºC to 28.973 MPa. The results of the test at 28 days the compressive strength of concrete with a water temperature of 27ºC to 30.246, 37ºC to 31.250 MPa, 47ºC to 32.149 MPa. The normal water temperature of 27ºC is used as a reference to see the effect on the value of concrete compressive strength. Based on this study, the use of water in concrete mixtures with temperatures of 37ºC and 45ºC affects the compressive strength of concrete.
Pengaruh Penggunaan Pasir Puger Sebagai Agregat Halus Terhadap Karakteristik (LASTON AC-WC) Hamdani, Hamdani Nugroho; Rifqi, Mirza Gulam; Amin, M. Shofiul
Journal of Applied Civil Engineering and Infrastructure Technology Vol 1 No 2 (2020): Desember 2020
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v1i2.76

Abstract

Asphalt concrete is a layer in the construction of highway pavement consisting of fine aggregate, coarse aggregate, filler, and asphalt. asphalt has several advantages compared to other materials. Therefore concrete asphalt is widely used and its needs have increased. To complement these needs, research is conducted as an alternative that is using Puger sand as fine aggregate. Puger sand is natural sand containing iron ore of approximately 49.7% and has a reserve of concentrate of approximately 700,000 tons. The purpose of this research was to determine the use of Puger sand as fine aggregate on the characteristics of Laston AC-WC. This study uses 5 variations including 100%, 75%, 50%, 25% and 0% Puger sand mixture and using asphalt content of 5%, 5.5%, 6%, 6.5% and 7%. Marshall test results that have been done produce an optimum asphalt content of 5.5% with a variation of the use of a 50% Puger sand mixture. Obtained stability 1763.54 kg, Flow 3.7 mm, MQ 474.5 kg / mm, VIM 4.14%, VMA 15.2%, and VFB of 72.46%. So that the use of Puger sand as fine aggregate can complement the Bina Marga General Specifications 2018.
Analisis Produktivitas Tenaga Kerja Pada Pekerjaan Dinding Wallplus Precast Ringan Proyek Perumahan Sekar Jepun Denpasar dasta, made sudiarsa; Pratama, Putu Agus Danes Surya; Yasada, Gede
Journal of Applied Civil Engineering and Infrastructure Technology Vol 1 No 2 (2020): Desember 2020
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v1i2.78

Abstract

Labor productivity is one of the factors determining the success of a development project of construction services. In measuring the level of labor productivity there are a variety of ways, one of them with the method of time study research was done by observing the level of productivity against 20 workers of the wall plus wall work and accompanied by a questionnaire filling 20 respondents workers. Observations were made during 12 working days. From the results of the collection, questionnaires performed processing with the help of the computer program SPSS (Statistical Package For Social Science) version 23. From the analysis that has been done can note that the magnitude of the productivity the average is 16.41 m2/days from the calculation of the total cost the implementation of wall work is Rp. 19,773,256.80 and the variable managerial has a dominant influence on the level labor’s productivity
Analisis Dan Desain Dinamis Pondasi Dangkal Berdasarkan Data CPT Maha Agung, Putera Agung; Sijabat, Josua; Shofi Khairunnisa, Nadia
Journal of Applied Civil Engineering and Infrastructure Technology Vol 1 No 2 (2020): Desember 2020
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v1i2.84

Abstract

A generator set used at the building has to consider some environmental factors so that it would not affect the building structure system and not cause some noises as long as operation time. In order to avoid these disturbances, all foundation systems are not only analyzed and designed in the static calculation but also they must consider some impact factors due to dynamic loading. This study's purpose is to determine the dimensions of shallow foundation and specifications of rubber as a vibration damper in accordance with applicable regulations. The static calculation analyzes the immediate and consolidation settlements, and bearing capacity that occurred at the soil foundation using the Schmertmann method. The dynamic analysis calculates some magnitudes of frequency and or amplitude, and also attenuation of single and couple mode vibration in vertical, horizontal, longitudinal displacement directions, then also rocking, yawing, and pitching turning moment directions using the Lumped Parameter method from some references. Analysis and design obtained the dimensions of 3.7 x 1.7 x 0.7 m for shallow foundation system and allowable bearing capacity (qall) indicated equals 4.10 kg/cm2 based on static condition, and 6.20 kg/cm2 according to static and dynamic conditions, respectively. Then, some assessments in static and dynamic calculations were also found the total settlement (D) = 0.49 mm, amplitude (Az) = 6.6 x 10-6 m, (Ax) = 3.2 x 10-6 m, and (Af) = 1.7 x 10-6 rad. Generally, the resulting parameters from those analyses and design have fulfilled the existing standard and local government regulations.
Kajian Kebutuhan Sarana Perlintasan Warga Desa Liang Dan Neath Pada Sungai Nalbessy Kabupaten Buru Selatan Hamkah, Hamkah; Leuhery, Lenora; Abdullah, Gunawan
Journal of Applied Civil Engineering and Infrastructure Technology Vol 1 No 2 (2020): Desember 2020
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v1i2.93

Abstract

The social media coverage entitled 75 Years of Indonesia Independence day but we are not yet free shown South Buru hinterland people activities as crossing the Nalbessy river. The safety of user facilities stakes because of breaking up risk, and have fatal consequences washed away by the river current swift. Electronic and print media's rise motivated to examine South Buru hinterland people's facilities need to cross the river. The study aims to trace activities crossing locations and analyzing user potential based on population data. We Presenting roads and bridges history around Liang and Neath Villages in a strip map handling the Namrole - Leksula segment. The method uses Google Earth, structured, and systematic study stages sourced from secondary data. The study results showed that the Nalbessy River coordinate of -3.7628° S and 126.5444° E is Wai Nalbessy III bridge's construction planned location. The Namrole – Leksula segment crosses two villages in South Buru (Liang and Neath). In handling roads until 2019, pavement conditions are still not uniform, consisting of 3 types: Hotmix 7.0 Km, Optional Stockpile of 4.0 Km, and Dirt Road 42.0 Km. The handling of provincial roads has built three bridges out of the 33 bridges plan. Estimated construction cost, the implementation time of the 50 m bridge span Wai Nalbessy III, according to the type of construction, respectively: Rp. 4 billion, four months a symmetrical pedestrian suspension bridge, Rp. 15 billion, ten months of steel frame, and Rp. 20 M, 1 Year for T beam concrete bridge.

Page 1 of 2 | Total Record : 16