Results 131 to 140 of about 193 (159)

Comparison of Pavement Design Using AASHTO 1993 and NCHRP Mechanistic-Empirical Pavement Design Guides

Transportation and Development Institute Congress 2011, 2006
The new Mechanistic-Empirical Pavement Design Guide (MEPDG) provides methodologies for mechanistic-empirical pavement design as opposed to the empirical methodology used in the 1993 American Association of State Highway and Transportation Officials (AASHTO) pavement design guide.
J. Mulandi, T. Khanum, M. Hossain, Greg Schieber   +3 more
exaly   +2 more sources

Determination of AASHTO 1993 layer coefficients considering time- and temperature-dependency of the asphalt mixture

2017
Empirical pavement design methods resulting from the AASHO Road Tests are still the most adopted around the word. Since their development, asphalt properties have greatly improved and advances in the theories of mechanics enhanced the ability to predict the response of pavement materials.
M. Lanotte, M.E. Kutay
exaly   +2 more sources

Tool for enhancing the 1993 AASHTO pavement design method to incorporate the dynamic modulus of asphalt mixture

2017
Y.S. Hamdar, G.R. Chehab
exaly   +2 more sources

Generalized Methodology to Develop Mechanistically Informed Asphalt Mixture Layer Coefficients for AASHTO 1993 Pavement Design Approach

Transportation Research Record: Journal of the Transportation Research Board, 2021
This paper presents a generalized framework for determining mechanistically informed layer coefficients (a-values) for asphalt mixtures in the AASHTO empirical pavement design approach. The layer coefficients influence the layer thicknesses and consequently the structural capacity of pavements.
Rasool Nemati, Eshan V. Dave, Jo E. Sias
openaire   +1 more source

Evaluasi Perkerasan Lentur Menggunakan Metode Bina Marga 2017 dan AASHTO 1993 Pada Jalan Denggung–Wonorejo, Sleman

JUSTER : Jurnal Sains dan Terapan, 2023
Ruas Jalan Denggung–Wonorejo Kabupaten Sleman merupakan salah satu jalan arteri di Yogyakarta. Jalan tersebut merupakan jalur lalu lintas dengan volume kendaraan yang relatif tinggi. Berdasarkan hal tersebut dilakukan evaluasi struktural perkerasan lentur dan membandingkan tebal perkerasan, dengan dua metode yaitu Manual Desain Perkerasan Jalan 2017 ...
Martho Adihendra Ottu, Ircham Ircham, Veronica Diana Anis Anggorowati   +2 more
openaire   +1 more source

PERENCANAAN PERKERASAN KAKU (RIGID PAVEMENT) PADA RUAS JALAN NGRANCAH KULON – MUSUK KABUPATEN BOYOLALI DENGAN METODE AASHTO 1993

Journal of Civil Engineering and Infrastructure Technology, 2023
Perkerasan adalah bagian dari jalur dan bagian struktural jalan bagian melintang dari struktur jalan yang paling sentral. Struktur perkerasan dapat dibagi menjadi beberapa perkerasan seperti perkerasan lentur, perkerasan kaku, dan perkerasan komposit.
Yoga Adhim Nurrohim, Teguh Yuono, Erni Mulyandari   +2 more
openaire   +1 more source

Analisa Perbandingan Perencanaan Tebal Perkerasan Lentur Metode AASHTO 1993 Dan Tebal Perkerasan Lentur Metode Bina Marga 2017

Jurnal Teknik Sipil, 2022
Metode perhitungan merupakan salah satu faktor dalam mendesain tebal perkerasan lentur jalan baru. Ada beberapa metode mendesain tebal perkerasan lentur jalan, namun untuk penelitian ini digunakan dua metode mendesain tebal perkerasan lentur yaitu metode yang disediakan oleh American Association of State Highway Traffic Officials (AASHTO) dan metode ...
null Aris Krisdiyanto, null Kemmala Dewi, null Moh .Arif Wijayanto   +2 more
openaire   +1 more source

STUDI KOMPARASI PERENCANAAN STRUKTUR PERKERASAN KAKU (RIGID PAVEMENT) MENGGUNAKAN METODE BINA MARGA 2017 DAN AASHTO 1993 [PDF]

, 2021
*ABSTRAK* Penelitian ini dilakukan untuk mengetahui faktor apa saja yang mempengaruhi perbedaan hasil perencanaan metode Bina Marga 2017 dan AASHTO 1993, dan juga guna menentukan hasil perencanaan mana yang lebih efisien untuk diterapkan pada ruas Jalan Letjen S. Parman.
openaire   +1 more source

PERBANDINGAN TEBAL LAPIS TAMBAH (OVERLAY) ANTARA METODE SNI 03-1732-1989-F DENGAN AASHTO 1993

Jurnal Ilmiah Teknik Sipil
In general, the pavement construction commonly used in Indonesia is flexible pavement. Flexible pavement is pavement that uses asphalt as a binding material consisting of layers placed on top of compacted subgrade. To design a pavement layer, especially flexible pavement, there are various methods such as the SNI 03-1732-1989 F method and the AASHTO ...
Mohamad Dandi Andriansyah, Uu Saepudin, Taufik Martha   +2 more
openaire   +1 more source

ANALISIS PERBANDINGAN TEBAL LAPIS TAMBAH. ANTARA METODE PDT-05-2005 B DENGAN METODE AASHTO 1993

Jurnal Ilmiah Teknik Sipil
In general, the road pavement construction commonly used in Indonesia is flexible pavement. Flexible pavement is a pavement that uses asphalt as a binding material consisting of layers placed on top of compacted subgrade. However, on the Brigjen Wasita Kusuma Road Section in Tasikmalaya City, damage occurs in the form of cracks, peeling, and obesity ...
Fahrul Rozy, Uu Saepudin, Taufik Martha
openaire   +1 more source