Results 1 to 10 of about 128 (109)
COMPARATIVE STUDY OF RIGID PAVEMENT PLANNING USING BINA MARGA 2017 AND AASHTO 1993 METHODS
Jurnal Pensil, 2022 This study was conducted to determine what factors influence the differences in the results of the Bina Marga 2017 method and the AASHTO 1993 method and determine which planning results are more efficient to be applied to Letjen S. Parman Street.
Egi Firgiansyah +2 more
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Komputerisasi Penentuan Tebal Perkerasan Kaku dengan Metode AASHTO 1993
Jurnal Teknik Sipil, 2019 Perhitungan tebal perkerasan secara komputerisasi perlu dikembangkan untuk meminimalisir kesalahan, memperoleh hasil yang lebih teliti, cepat, akurat, dan dapat dilakukan secara iterasi.
Andri Suryadi, Budi Hartanto Susilo
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KOMPARASI TEBAL PERKERASAN LENTUR METODE AASHTO 1993 DENGAN METODE BINA MARGA
Teras Jurnal: Jurnal Teknik Sipil, 2017 Komparasi Metode AASHTO 1993 dengan Metode Bina Marga berdasarkan data pada jalan Beureughang-Sido Mulyo. Penelitian ini membandingkan parameter tebal perkerasan, sehingga akan diketahui perbedaan dan persamaan parameter tersebut.
Wesli Wesli, Said Jalalul Akbar
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An Explicit Formulation for Estimation of Structural Number (SN) of Flexible Pavements in 1993 AASHTO Design Guide using Response Surface Methodology (RSM) [PDF]
Journal of Soft Computing in Civil Engineering, 2022 In the 1993 AASHTO flexible pavement design equation, the structural number (SN) cannot be calculated explicitly based on other input parameters. Therefore, in order to calculate the SN, it is necessary to approximate the relationship using the iterative
Ali Reza Ghanizadeh +1 more
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RIGID PAVEMENT DESIGN WITH AASHTO 1993 IN SUBAIM – BULI ROAD
Journal Innovation of Civil EngineeringThe condition of transportation in Indonesia concern due to the limited road and bridge infrastructure which can obstruct mobility. Regional Government must focus on improving the provision of regional transportation infrastructure.
Gilang Ramadan Kololikiye +2 more
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Jurnal Teknik Sipil, 2012 Abstrak. Tujuan dari penelitian ini adalah untuk mengevaluasi kinerja struktural dari perkerasan lentur yang terletak di Jalan Nasional PANTURA ruas Ciasem-Pamanukan.
Frisky Ridwan A.Melania Care +3 more
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Jurnal Teknik Sipil, 2022 Flexible pavement on Cipatujah-Kalapagenep-Pangandaran National Road has a structural damage which marked by potholes and cracks on the pavement caused by excessive load trucks, so the pavement needs an overlay to improve the pavement condition.
Retna Ayu Kirana Djuhana +2 more
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Journal of Applied Engineering and Technological Science, 2022 The access section to Benakat Village, Pali Regency is a special road made by the company, with the condition of the existing land being unpaved with a length of 1,375 meters and a width of 7 meters, and has severe damage triggered by vehicles with ...
Sartika Nisumanti +2 more
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International Journal of Pavement Engineering, 2022 Many road agencies worldwide still use the empirical AASHTO 1993 pavement design method. Since the release of the AASHTO 1993 design guide, many aspects of pavement design have changed, including asphalt material properties, traffic, environmental factors, etc. However, many agencies use a single layer coefficient for asphalt mixtures and pavements are
Seyed Farhad Abdollahi +3 more
openaire +1 more source
PERENCANAAN TEBAL PERKERASAN LENTUR JALAN DENGAN METODE AASHTO 1993
PARADIGM : Journal Of Multidisciplinary Research and Innovation, 2022 Perencanaan Tebal Perkerasan Lentur Jalan Dengan Metode Aashto 93’. Dari latar belakang yang sudah dikemukakan, maka diperlukan rumusan masalah yang dapat ditarik adalah Bagaimana merencanakan tebal perkerasan dengan memperhatikan factor-faktor desain perkerasan metode AASHTO1993.
Idwan Idwan, Rudi Abdullah
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