Results 121 to 130 of about 1,183,170 (153)

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
openaire   +1 more source

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
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

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

Studi Perbandingan Tebal Perkerasan Lentur Metode Bina Marga 2002 dan AASHTO 1993 Kawasan Industri Candi

SENASTER "Seminar Nasional Riset Teknologi Terapan", 2021
Kawasan Industri Candi merupakan kawasan perindustrian di Kota Semarang. Ruas jalan tersebut termasuk jalan kolektor yang padat dan banyak dilewati oleh kendaraan berat. Dengan kondisi tersebut dibutuhkan perencanaan perkerasan jalan yang baik guna mencukupi kebutuhan beban lalu lintas dan kenyamanan bagi pengguna jalan.
openaire   +1 more source

Perencanaan Perkerasan Kaku (Rigid Pavement) Menggunakan Metode AASHTO 1993 Pada Ruas Jalan Randublatung-Kedungtuban Kabupaten Blora

Jurnal Teknik dan Science
The Randublatung-Kedungtuban road section in Blora Regency is a Class III road connecting Blora Regency with Bojonegoro Regency and is traversed daily by heavy vehicles, particularly logistics trucks and material transport trucks. The existing flexible pavement condition is considered ineffective in withstanding heavy vehicle loads on expansive soil ...
null Refki Khoirul Safitri, null Teguh Yuono, null Kukuh Kurniawan Dwi Sungkono   +2 more
openaire   +1 more source

ANALISA PENGARUH KUALITAS MATERIAL STRUKTUR PERKERASAN TERHADAP UMUR JALAN PADA PERKERASAN LENTUR DENGAN METODE AASHTO 1993

2023
Penelitian ini bertujuan untuk menganalisa pengaruh kualitas material pada struktur perkerasan jalan terhadap umur jalan dan tebal perkeasan jalan. Analisa awal dilakukan untuk menghitung tebal perkerasan dengan menggunakan variable Modulus Resilien (MR) setiap lapis, Kumulatif beban ESAL, Structural Number (SN), serta beberapa variabel dalam metode ...
Walukow, Priliani Alice Vabiola, Lalamentik, Lucia G. J., Waani, Joice E.   +2 more
openaire   +1 more source

Adaptive Pavement Design for Weak Subgrade Soils: A Case Study of the Almahata Road in Sudan using AASHTO 1993 Methodology

Journal of Construction and Building Materials Engineering
Road infrastructure is crucial to sustainable development, so flexible and rigid pavement design and evaluation are crucial for long-term security and reliability. This study examines the Almahata road in Aljazeera State, Sudan, where weak subgrade soil causes problems.
openaire   +1 more source

Evaluation of Design Procedure and Performance of Continuously Reinforced Concrete Pavement According to AASHTO Design Methods

Materials, 2022
Pengfei Liu, Ruxin Jing, Markus Oeser
exaly