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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.
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Articles 5 Documents
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Search results for , issue "Vol 1, No 1 (2017): Reviews in Civil Engineering" : 5 Documents clear
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
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.
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.
SURVEI KEPADATAN ARUS LALU LINTAS DI PERSIMPANGAN PENCENG JALAN RA. RUKMINI, KECAPI KEBUPATEN JEPARA Heni Yustianah; Istianah Istianah
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.v1i1.538

Abstract

Traffic density is the size or volume of vehicles passing through the road in a particular area with varying vehicle currents at certain hours of time stated in hourly per kilometer. This research was conducted at the intersection of RA roadblocks. Rukmini Kecapi Jepara District to know the density of traffic flow in the area. From the results of the study showed that the presence of traffic density in the morning and afternoon in due to the activity of the students, students, employees and public vehicles simultaneously. Keywords: Density, Traffic, bawu penceng.

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