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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 2, No 2 (2018): Reviews in Civil Engineering" : 5 Documents clear
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.
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).
PENGARUH CAMPURAN GRADASI AGREGAT TERHADAP PERMEABILITAS BETON POROUS PADA APLIKASI LANTAI LABORATORIUM Yudha Hanova; Rizky Franchitika; Nanda Nanda
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.v2i2.945

Abstract

Penggunaan beton porous pada lantai laboratorium merupakan salah satu upaya yang akan dilakukan untuk mengatasi genangan akibat tumpahan air dari peralatan laboratorium. Beton porous yang akan digunakan harus memiliki nilai permeabilitas dan porositas yang terukur guna mengoptimalkan fungsi penggunaan beton porous tersebut. Nilai permeabilitas dan porositas beton porous dipengaruhi oleh beberapa faktor, salah satu faktor tersebut adalah ukuran gradasi agregat.Komposisi pembuatan beton porous mengacu pada mix design yang digunakan oleh Holcim Singapore. Agregat yang digunakan adalah aggregat alam dengan variasi gradasi tidak seragam  berdiameter 19.00 mm(#3/4), 12.50 mm(#1/2), dan 9.50 mm(#3/8). Sampel dibuat menjadi tiga variasi gradasi agregat dengan perbandingan (1(#3/4):2(#1/2):1(#3/8)); (2(#3/4):1(#1/2):1(#3/8); dan (1(    #3/4):1(#1/2):2(#3/8). Masing-masing 5 sampel. Sampel berbentuk silinder berdiameter 4 inci dengan ketebalan 15 cm.Nilai Permeabilitas rata-rata terbesar terjadi pada variasi campuran gradasi agregat (1(#3/4) : 2(#1/2) : 1(#3/8)) sebesar 0,58 cm/det dengan porositas rata-rata 7,35 %. Variasi gradasi agregat dalam penelitian ini tidak mempengaruhi permeabilitas dan porositas secara signifikan.
PENGGUNAAN PASIR LAHAR DINGIN DI KALI PUTIH SEBAGAI AGREGAT HALUS BETON Fatkhurrohim Fatkhurrohim; Ahmad Mashadi; Muhammad Amin; Dwi Sat Agus Yuwana
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.v2i2.878

Abstract

ABSTRACTAfter the eruption of Mount Merapi, which occurred on October 26th 2010 produced an abundance of cold lava sand. The researcher attempted to conduct test of cold lava sand as fine aggregate concrete. This study aims to compare the compressive strength of concrete by using a cold lava sand taken from the Kali Putih, Salam, Magelang and sand are not affected by cold lava taken from Kali Blondo located in the Blondo, Magelang. The method of this study include: testing of materials, manufacturing of test specimens and test concrete performance after 7, 14, 21 days and 28 days. From the test result of concrete compressive strength we can know strength combaine ineach mixtureby weight volume ratio 1pc: 2 ps; 3kr with 0,6 water cement ratio. Based on the results of testing the quality of the sand material taken from the Kali Putih, Salam, Magelang to the mud content, unit weight, specific gravity, water absorption,and sieve analysis PUBI 1982 qualifies mixed concrete.The result of comparative testing of the quality of the sand material taken from kali blondo to sieve analysis are not eligible PUBI 1982. The results showed that the compressive strength of concrete on average, the highest shown in the concrete that uses cod lava sand derived from the down stream of Kali Putih, the average compressive strength of 279,51 kg/cm2, with the weight of the specimen by an average of 11, 5 kg.
Pengaruh Ukuran Crumb Rubber Mesh #80 dan Mesh #120 (Serbuk Limbah Ban Karet) pada Penambahan Campuran Laston untuk Perkerasan Jalan Heru Hariyadi; Yudhi Pratama; Sigit Sigit; Lulut Fadhilah; Woro Partini Maryunani; Sudarno Sudarno
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.v2i2.948

Abstract

Peningkatan jumlah kendaraan bermotor berbanding lurus dengan kenaikan limbah Ban karet. Limbah ban karet yang belum banyak dimanfaatkan. Oleh karena itu, dilakukan penelitian penggunaan serbuk limbah abn karet untuk perkerasan jalan raya.Penelitian ini bertujuan untuk mengetahui pengaruh nilai marshall dengan membandingkan besarnya komposisi campuran perkerasan jalan yang dihasilkan dengan penambahan campuran serbuk limbah ban karet (crumb rubber) mesh #80 dan mesh #120 yang memiliki nilai stabilitas dan kualitas yang baik dan memenuhi syarat perencanaan campuran aspal sesuai dengan spesifikasi bina marga tahun 2010. Penelitian ini menggunakan variasi limbah ban karet (Crumb Rubber) mesh #80 dan mesh#120 dengan variasi prosentase 0%,1%,2%,3% dan kadar aspal dengan variasi prosentase 5%, 5,5%, 6%, 6,5%. Berdasarkan hasil sementara penelitian tersebut bahwa dengan penambahan serbuk limbah ban karet (crumb rubber) sebanyak 2% mesh #120 menunjukkan nilai stabilitas yang telah memenuhi spesifikasi dan stabilitas tertinggi pada kadar aspal 6%, sedangkan nilai flow semakin bertambah dengan banyaknya kadar aspal dan nilai hasil bagi marshall tertinggi pada kadar aspal 5,5%.

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