Results 11 to 20 of about 147 (127)
Evaluation of Design Procedure and Performance of Continuously Reinforced Concrete Pavement According to AASHTO Design Methods [PDF]
Pengfei Liu, Ruxin Jing, Markus Oeser
exaly +2 more sources
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
An Explicit Formulation for Estimation of Structural Number (SN) of Flexible Pavements in 1993 AASHTO Design Guide using Response Surface Methodology (RSM) [PDF]
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
doaj +1 more source
COMPARATIVE STUDY OF RIGID PAVEMENT PLANNING USING BINA MARGA 2017 AND AASHTO 1993 METHODS
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
doaj +1 more source
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
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
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
Abstrak. Tujuan dari penelitian ini adalah melakukan analisis struktural perkerasan lentur, dengan metode Bina Marga 2013 dan membandingkan dengan metode AASHTO 1993, dimana keduanya merupakan bagian dari evaluasi metode non-destructive.
Akhmad Haris Fahruddin Aji +3 more
doaj +3 more sources
Abstrak Ruas jalan Cakung-Cilincing Jakarta merupakan salah satu Jalan Nasional yang mempunyai volume lalu lintas yang sangat tinggi dengan tipe perkerasan kaku.
Shinta Rahmalia Irawan +3 more
doaj +3 more sources
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

