cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Lulut Fadhilah
Contact Email
lulutfadhilah@gmail.com
Phone
-
Journal Mail Official
civil_teknik@untidar.ac.id
Editorial Address
-
Location
Kota magelang,
Jawa tengah
INDONESIA
Reviews in Civil Engineering
Published by Universitas Tidar
ISSN : 26143100     EISSN : 26143119     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
RiCE: Reviews in Civil Engineering is aim to publish high-quality articles to all aspect in civil engineering and environmental engineering, with ISSN 2614-3100(print) and 2614-3119 (electronic). This Journal is reviewed by double-blind review process and scientific open access journal. It is published by Civil Engineering, Engineering Faculty, Tidar University. Rice published twice a year (bi-annual) in March and September.
Arjuna Subject : -
Articles 61 Documents
 1   2   3   4   5 
Analysis Of Surface Runoff Potential At Medan Industrial Estate Use SCS Method Yudha Hanova
Reviews in Civil Engineering Vol 2, No 1 (2018): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v2i1.658

Abstract

Flood disaster at the region Medan Industrial Estate resulted the losses in infrastructure, farming, and residence. Flood discharge at Medan Industrial Estate are influenced by surface runoff from several catchment area in Medan Industrial Estate. Analysis of potential for surface runoff is expected to provide input and information to find alternative solutions appropriate flood mitigation. Discharge of surface runoff were analyzed using SCS method with the return period of 1, 2 and 5 Years. Rainfall data are obtained BMKG Stations of Maritim Belawan. Effective rainfall calculated using SCS-CN method on condition AMC III (wet conditions). The results of the analysis of the potential for surface runoff maximum for 1 year return period on DAS I, II, III, IV, V, and VI was 17.631 m3/s, 22.183 m3/s, 12.621 m3/s, 11.338 m3/s, 18.224 m3/st, dan 15.839 m3/s. To return period of 2 years was 31.234 m3/sec, 39.235 m3/s, 22.351 m3/det, 20.044 m3/det, 32.300 m3/det, dan 28.097 m3/det. For the return period of 5 years is 45.346 m3/s, 56.926 m3/s, 32.446 m3/s, 29.076 m3/s, 46.903 m3/s, dan 40.816 m3/s.
PERENCANAAN DINDING PENAHAN TANAH UNTUK PERBAIKAN LONGSOR DI RUAS JALAN BALEREJO KALEGEN Lulut Fadhilah; Sudarno Sudarno
Reviews in Civil Engineering Vol 1, No 1 (2017): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v1i1.539

Abstract

The road that connects Kalegen village and Balerejo village is the main road for Balerejo villagers, Kebonlegi villagers and Tanjungsari villagers. Besides the road is a cliff that has largely not been reinforced so that a landslide that is very dangerous for the road users. The landslide is 564cm in diameter and the cliff depth is 500cm. In order to prevent further damage and minimize the existing hazards, a retaining wall is required. The first is to look for soil data which includes the volume weight and the deep friction angle. After the ground data are collected then calculations are made to plan the design and dimensions of the retaining wall. Based on the analysis and calculation of retaining wall planned is Cantilever type with height 550 cm, width under 385 cm, width 55 cm, width of heel 130 cm, width of foot 100 cm, with retaining wall soil entering ground as high as 50 cm. The retaining wall of such type and dimension has been declared safe against the hazards of bolsters and the shear hazard based on the calculations already performed. Keyword: Landslide, retaining wall, Cantilever Wall
PEMANFAATAN LIMBAH BOTTOM ASH PENGGANTI AGREGAT HALUS DENGAN TAMBAHAN KAPUR PADA PEMBUATAN PAVING Mochammad Qomaruddin; Sudarno Sudarno
Reviews in Civil Engineering Vol 1, No 1 (2017): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v1i1.537

Abstract

In connection with the increasing need for paving in the construction world, an effective and economical paving alternative is needed for the community. Paving constituent materials that are still relatively expensive, then the need for other materials that are cheaper without reducing the function and strength of paving itself. Waste is a dangerous material for the environment, such as waste generated PLTU Tanjung Jati B Jepara in the form of waste bottom ash, the result of burning coal that is currently increasingly accumulate because it has not got the right solution. The waste has characteristics such as paving constituents, and in addition to reducing waste that is harmful to the environment. This research is conducted in several stages, starting from the formulation of problem and objectives based on literature problems and reviews, material selection, material testing, object making, object test, data analysis, and conclusion of research result. The results of each test will be analyzed to get the accuracy. The greatest compressive strength results were obtained in the 1PC mix design: 8PS: 0BA: 1KP with a compressive strength of 167,143Kg / cm², and the lowest compressive strength was in the 1PC mix design: 5PS: 3BA: 1KP with a compressive strength of 109,286 Kg / cm². From the results, it can be said that paving in this research can be used in society, although the compressive strength is still not maximal. Keywords: Bottom Ash, Lime, Paving, Strong Press
OPTIMIZATION OF IMPLEMENTATION OF SYSTEM IRRIGATION FOR IMPROVING AGRICULTURAL RESULTS IN CEPU-BLORA Hariyanto Hariyanto
Reviews in Civil Engineering Vol 2, No 1 (2018): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v2i1.677

Abstract

The results showed that 9 (nine) villages implemented technical irrigation by utilizing underground water as irrigation network in each plot of farmer land there was one village applying an irrigation network of open tapping channel from the river.The results showed that there were 8 (eight) villages with rain-fed irrigation system. Farmers harvested in Cepu from 17 villages on average of 2.35 tons in 2015 and 2.33 in 2016 average land area of 0.5 ha. Types of irrigation networks covered by 0.42 m3 / min average water discharge able to win the average land of 0.5 ha for 40 hours (two days) of water flowing into rice fields, planting pattern with SRI method applying 2/10 to achieve optimal and efficient results water usage
ANALISIS STRUKTUR PERKERASAN JALAN MAGELANG-PURWOREJO KM 5 Sudarno Sudarno; Baehaki Abdulah; Oktana Dari Mukti; Aryandini Intan Pradipta; Lutfia Citra Ayu Rafika; Rheza Andrean Pramudita; Elmi Nur Sayekti
Reviews in Civil Engineering Vol 1, No 1 (2017): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v1i1.839

Abstract

Jalan Raya Magelang – Purworejo adalah jalan penghubung Kabupaten dan Kota Magelang dengan Kabupaten Purworejo. Jalan Raya Magelang – Purworejo memiliki beban lalu lintas yang tinggi menurut survei LHR yang dilakukan pada tahun 2017 sebanyak 6402 kendaraan. Penelitian yang dilakukan merupakan perhitungan tebal lapis perkerasan lentur jalan raya dengan metode Bina Marga  1987 dengan menggunakan data hasil uji Dynamic Cone Penetrometer. Perhitungan perencanaan overlay ini menggunakan laston MS 590 dimana data CBR lapangan rata-rata menggunakan Dynamic Cone Penetrometre (DCP) dengan ukuran konus 30o sebesar 33,6963. Kemudian dari data tersebut diperoleh nilai daya dukung tanah (DDT) sebesar 6 dan nilai LER lima tahun pertama 73,3132 dan untuk lima tahun kedua 176,9414. Dari hasil perhitungan keseluruhan diketahui bahwa tebal lapis permukaan sebesar 3 cm, lapis pondasi bawah menggunakan sirtu kelas B sebesar 10 cm.
ANALISA KUAT TEKAN MORTAR BETON FLY ASH DARI INDUSTRI PLTU TANJUNG JATI B JEPARA DENGAN MENGGUNAKAN PASIR SUNGAI TEMPUR KABUPATEN JEPARA Mochammad Qomaruddin; Ariyanto Ariyanto; Yayan Adi Saputro; Sudarno Sudarno
Reviews in Civil Engineering Vol 2, No 1 (2018): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v2i1.678

Abstract

AbstrakPLTU Tanjung Jati B Jepara merupakan salah satu perusahaan yang bergerak dibidang pembangkit listrik yang memiliki peran besar terhadap kemajuan diberbagai sektor. Hal yang perlu diperhatikan adalah limbah yang dihasilkan oleh PLTU tersebut, salah satu limbah B3 yang dihasilkan adalah fly ash dan bottom ash. Setiap jenis batu bara yang dibakar pasti memiliki prilaku yang berbeda. Limbah yang dihasilkan akan dapat memberi kemanfaatan yang besar apabila mampu mengolahnya menjadi suatu produk yang berguna bagi masyarakat. Adapun tahapan yang akan dilaksanakan dalam penelitian ini adalah: persiapan bahan dan alat, pengujian bahan penyususn, pembuatan benda uji, pengujian benda uji, analisis data dan pembahasan, serta kesimpulan dan saran. Masing-masing campuran benda uji akan diuji pada umur tiga hari, tujuh hari, 14 hari, dan 28 hari. Hasil dari pengujian analisa saringan agregat halus pada pasir tempur diperoleh Modulus Kehalusan Butiran (FM) sebesar 3,805 tergolong kategori butiran yang sangat kasar. Dari percobaan dengan mix design yang telah ditentukan, diperoleh penambahan fly ash dari PLTU Tanjung Jati B Jepara yang menghasilkan kuat tekan mortar tertinggi adalah prosentase Penambahan 20% sampai 30%. Didapat kuat tekan mortar rata-rata yang tertinggi pada campuran semen 80% dengan fly ash 20% sebesar 8,63 MPa dan campuran semen 70% dengan fly ash 30% sebesar 8,57 MPa. Sedangkan yang memiliki kuat tekan terendah pada campuran semen 50% dengan fly ash 50% sebesar 5,05 MPa. Prosentasi fly ash >30% berturut-turut menghasilkan kuat tekan lebih rendah. Kata kunci    : fly ash, pasir Tempur, mortar, kuat tekan.  
PENGARUH JENIS PERMUKAAN TERHADAP BESARNYA LIMPASAN AIR Cahyo Indro Saputro; Bambang Surendro; Muhammad Amin
Reviews in Civil Engineering Vol 2, No 2 (2018): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v2i2.868

Abstract

The expansion of urban areas and the reduction of forest areas occur on several places in Indonesia. The Building process will effect to the land untilization. So, it needs a rule to guide the environmental balance. The purpose of the research is to find out the effect of the land surface and the slope to the flow coefficient (C).            This research was conducted using catchment area model. The measurements were done by the average of rain intensity, the soil density, volume of runoff, and the flow coefficient (C). The slope area that were used are 00, 20 and 40. The surface used soil, paving, grass, and a mixture of soil and rock with of 75%: 25% ratio.            The result showed that the slope value effected to the value of flow coefficient (C), if the slope was high then flow coefficient (C) value was high too. The result showed that the mixture of soil and rock surface had the hihghest value that is 40 slope with 0.43 coefficient value. The surface that had lowest value is grass surface on the 00 slope value with 0.11 average value of flow coefficient (C). Based on the ANOVA test results, it showed the slope surface had positive and significant effect to the flow coefficient (C) value.
ANALISIS TEBAL PERKERASAN JALAN RAYA MAGELANG-PURWOREJO KM 8 SAMPAI KM 9 MENGGUNAKAN METODE BINA MARGA 1987 Sudarno Sudarno; Lulut Fadhilah; Achmad Afif; Siti Nurobingatun; Heru Hariyadi; Abdul Mufid
Reviews in Civil Engineering Vol 2, No 1 (2018): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v2i1.689

Abstract

Abstrak. The Highway that connect Magelang Purworejo is one of the Collector roads in Central Java. Magelang-Purworejo’s Highway has a fairly high traffic load, based on a survey conducted by LHR in 2017 of 4392 vehicles. A high enough amount of LHR causes the road to damage the hair cracked. Based on the above, the thickness of the pavement or overlay is planned. This plan begins with a survey of the number of passing vehicles for twenty-four hours (LHR), then surveying the carrying capacity of ground using DCP tools, then measuring the skill of using digital teodholit. Then look for references and secondary data in the form of traffic growth, rainfall data and road class data. After all the data obtained then calculated the thickness of road pavement using the method of Bina Marga 1987. Based on these calculations obtained the required re-layer is 3 cm.Key word: road pavement, overlay, dynamic cone penetrometer
ANALISIS STABILITAS LERENG DI KAKI GUNUNG SUMBING Arrizka Yanuar A; Dwi Sat Agus Yuwana; Muhammad Amin
Reviews in Civil Engineering Vol 1, No 1 (2017): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v1i1.536

Abstract

Balesari village of Windusari sub-district of Magelang regency located at the foot of the mountain SUMBING with a height of 350 to 1050 meters above sea level. This research was conducted by analyse the stability of steep slopes through soil physical properties using Bishop Morgenstern method. The analytical approach used is deterministic two-dimensional. Primary data obtained from measurements of the slope directly by using Theodolite and took soil samples at each location. The soil samples were tested at the Laboratory of Soil Mechanics to get the parameters of soil physical properties such as grain gradation, void ratio ( ), the soil volume weight ( ), the friction angle ( ), the value of cohesion (c). The result of study states the value of soil cohesion in the hamlet Mojo categorized loam, while in the hamlet of Malanggaten categorized clay loam. The results of soil physical properties shows the value of the Factor of safety (F) at the measurement point in the hamlet of Mojo and Malanggaten are 0.89, 0.31 and 0.41 respectively. Thus the stability of the slope in the village is not safe.
KAJIAN LAJU EROSI DIPENGARUHI TUTUPAN VEGETASI MENGGUNAKAN CITRA LANDSAT-8 PADA DAS BATANG KURANJI BAGIAN HILIR Silta Yulan Nifen; Afri Triwanda
Reviews in Civil Engineering Vol 2, No 2 (2018): Reviews in Civil Engineering
Publisher : Universitas Tidar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31002/rice.v2i2.894

Abstract

DAS Batang Kuranji merupakan salah satu DAS yang besar di kota Padang. Namun memiliki beberapa permasalahan, salah satu permasalahan yang terdapat pada DAS Batang Kuranji khususnya Bagian Hilir adalah erosi. Erosi merupakan salah satu permasalahan lingkungan yang sangat serius pada suatu ekosistem daerah aliran sungai (DAS).Pada penelitian ini menggunakan metode MUSLE  untuk memprediksi besaran laju erosi yang terjadi pada DAS Batang Kuranji Bagian Hilir.Metode MUSLE menggunakan software Arc.GIS 10.3. and software ENVI 4.5 untuk menghitung kerapatan vegetasi. Hasil penelitian menunjukkan bahwa laju erosi permukaan lahan yang terjadi di Daerah Aliran Sungai Batang kuranji Bagian Hilir diperoleh sebesar 927.502 Ton/bulan atau 7,26 mm/tahun atau 130,72 ton/ha/tahun. Tingkat bahaya erosi termasuk tingkat sedang  karena jumlah erosi yang terjadi pada Daerah Aliran Sungai Batang kuranji Bagian Hilir sebesar 130,72 ton/ha/tahun, maka termasuk klasifikasi sedang (16<180ton/ha/tahun).

Page 1 of 7 | Total Record : 61

 1   2   3   4   5 

Filter by Year

2017 2022


Reset
Filter By Issues
All Issue Vol 6, No 1 (2022): Reviews In Civil Engineering Vol 5, No 2 (2021): Reviews In Civil Engineering Vol 5, No 1 (2021): Reviews In Civil Engineering Vol 4, No 2 (2020): Reviews in Civil Engineering Vol 4, No 1 (2020): Reviews in Civil Engineering Vol 3, No 2 (2019): Reviews in Civil Engineering Vol 3, No 1 (2019): Reviews in Civil Engineering Vol 2, No 2 (2018): Reviews in Civil Engineering Vol 2, No 1 (2018): Reviews in Civil Engineering Vol 1, No 1 (2017): Reviews in Civil Engineering