Results 21 to 30 of about 932,423 (198)

Evaluation of Structural Condition of Flexible Pavement Using The AASHTO 1993 and The MEPDG 2008 Method (Case Study: Cipatujah-Kalapagenep-Pangandaran National Road)

open access: yesJurnal 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
doaj   +1 more source

Planning of Rigid Pavement Thickness in The Construction of The Sp. Door - Sp. Benakat Penungkal Regency Abab Lematang Ilir

open access: yesJournal 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
doaj   +1 more source

PERENCANAAN TEBAL PERKERASAN LENTUR JALAN DENGAN METODE AASHTO 1993

open access: yesPARADIGM : 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
openaire   +1 more source

AASHTO 1993 Plus: an alternative procedure for the calculation of structural asphalt layer coefficients

open access: yesInternational 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

Analisis Dampak Beban Overloading Kendaraan pada Struktur Rigid Pavement Terhadap Umur Rencana Perkerasan (Studi Kasus Ruas Jalan Simp Lago – Sorek Km 77 S/D 78)

open access: yesJurnal Teknik Sipil, 2012
Sebagai salah satu jalan negara, Jalan Lintas Timur Sumatera memiliki peran penting dalam pengembangan perekonomian nasional. Terutama pada ruas Lago - Sorek, ada beberapa daerah industri seperti pabrik pulp dan kertas, serta minyak sawit mentah (CPO ...
Leo Sentosa , Asri Awal Roza
doaj   +3 more sources

Analisis Kondisi Jalan Perkerasan Lentur Berdasarkan Prediksi Umur Sisa Menggunakan Metode AASHTO 1993 serta Analisis Kerusakan Lapis Perkerasan Lentur Menggunakan Metode Horack (Studi Kasus: Ruas Jalan Bypass Kota Pariaman STA 52+100 s/d 57+100)

open access: yesJurnal Teknik Sipil, 2023
Abstrak Jalan yang dibebani oleh lalu lintas kendaraan yang tinggi dan terus menerus dapat menyebabkan terjadinya kerusakan jalan baik secara fungsional maupun struktural. Ruas jalan Bypass Kota Pariaman merupakan ruas jalan nasional yang diperuntukan
Fitri Oktavia Tanjung   +2 more
doaj   +1 more source

Effect of Multiple‐Walled Carbon Nanotubes (MWCNTs) on Asphalt Binder Rheological Properties and Performance

open access: yesAdvances in Civil Engineering, Volume 2023, Issue 1, 2023., 2023
Growing traffic loads, soaring summer temperatures, and moisture damage will render conventional asphalt binder insufficient to maintain the performance standards of asphalt concrete pavement. Thus, it is necessary to modify the virgin asphalt using various polymers or nanomaterials.
Estabraq N. Ezzat   +3 more
wiley   +1 more source

Longitudinal shear in the tension flanges of composite concrete beams made continuous

open access: yesStructural Concrete, Volume 23, Issue 2, Page 1100-1117, April 2022., 2022
Abstract In continuous concrete T‐beams, tension flange plays a remarkable role for the hogging moment capacity at the support area. When precast beams are connected as a continuous structure, longitudinal reinforcement is spread in the flange overhangs at the negative moment area of the continuity connection, which causes longitudinal shear in the ...
Ulla Kytölä   +2 more
wiley   +1 more source

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