Results 11 to 20 of about 147 (127)

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

An Explicit Formulation for Estimation of Structural Number (SN) of Flexible Pavements in 1993 AASHTO Design Guide using Response Surface Methodology (RSM) [PDF]

open access: yesJournal 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
doaj   +1 more source

COMPARATIVE STUDY OF RIGID PAVEMENT PLANNING USING BINA MARGA 2017 AND AASHTO 1993 METHODS

open access: yesJurnal 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
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

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

Evaluasi Struktural Perkerasan Lentur Menggunakan Metode AASHTO 1993 dan Metode Bina Marga 2013 Studi Kasus: Jalan Nasional Losari - Cirebon

open access: yesJurnal Teknik Sipil, 2015
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

Evaluasi Struktural Perkerasan Kaku Menggunakan Metoda AASHTO 1993 dan Metoda AUSTROADS 2011 Studi Kasus : Jalan Cakung-Cilincing

open access: yesJurnal Teknik Sipil, 2017
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

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

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