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PERENCANAAN DINDING PENAHAN TAMBAHAN PADA SUNGAI KONTO DI KECAMATAN PUJON KABUPATEN MALANG Soka, Anselmus; Suhudi, Suhudi; Arifianto, Andi Kristafi
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Abstract

Retaining wall has function to hold the soil and prevent it from sliding danger. Because of load rain, heavy soil or because of the load acting. At this time, the construction of retaining wall is very often used in civil works construction although the retaining wall had been famous in the world. The occurrence of avalanches on the Konto river in Jalan Abd.Manan Wijaya Pujon caused by the dimensions of the retaining wall is too small so unstable to the safety factor (fs), the value of the safety factor in the review is a safety factor to bearing capacity, shear forces and stability against roll style. The purpose of this study was to increase the strength of an existing retaining wall so it can prevent sliding because of the location of research there on the corner of the street and there is a bridge crossing the local residents as well as the access to the main line Malang - Kediri. Planning additional soil retaining walls using a modification of gravity type retaining wall masonry and reinforced concrete times. Dimensional stability against sliding wall: 2.33> 1.5 (safe) and was stable against the bolsters: 5.3> 1.5 (safe). Keywords: Bend, Ancillary, Stability Retaining Walls.
PERENCANAAN PERKERASAN KAKU (RIGID PAVEMENT) PADA RUAS JALAN STA 0+1 KM KECAMATAN BINANGUN KABUPATEN BLITAR JAWA TIMUR Brunosius, Brunosius; arifianto, andi kristafi; Primasworo, Rifky Aldila
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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Abstract

The highway is a target trajectory of transportation that serves to reach from one place to another. Therefore, to improve and expedite the flow of traffic on roads Binangun, District Binangun, Blitar in East Java requires good planning in order to obtain good results and also economically. This study aims to plot thick rigid pavement on roads Binangun with melekukan survey include traffic data on average daily, know the condition of the road, and the measurement path. This plan is intended to plan a road thick rigid pavement on roads Binangun. The method used in the planning of this road is rigid pavement using NAASRA (National Association of Australian State Road Authorities). Data analysis methods used, among others, are planning a thick slab of concrete, reinforcement planning, planning connection (Dowel and Tie Bar). Expenses for rigid pavement construction planning amounted to 60,243,947.1 kg/m3 of load for flexible pavement construction planning amounted to 48,009,707.1 kg/m3 . The number of vehicles according the survey data over the age of plans based on the total fatigue approaching or equal to 100 % . The importance of the rigid pavement thickness to be used on roads Binangun Blitar District of Binangun are 180 mm = 18 cm. Keywords: Rigid Pavement, NAASRA