Results 21 to 30 of about 132 (120)

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

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

Analysis of fibre reinforced concrete for road pavements on very weak soils

open access: yesGrađevinar, 2023
In this paper, the effects of steel fibre usage on concrete pavement thickness and cost were investigated. Prepared fibrous concrete specimens were subjected to physical and mechanical tests.
Tacettin Geçkil   +2 more
doaj   +1 more source

Analisis Perkerasan Kaku Metode AASHTO 1993 Dan Metode AUSTROADS 2012 Terhadap Keekonomisan Biaya [PDF]

open access: yesMoDuluS: Media Komunikasi Dunia Ilmu Sipil, 2020
Terdapat banyak metode dalam mendesain tebal perkerasan kaku, diantaranya metode AASHTO 1993 dan metode AUSTROADS 2012. Pemilihan metode perencanaan yang tepat untuk suatu pekerjaan mempunyai peranan penting terkait dengan indikator keberhasilan suatu proyek dalam hal ini konstruksi perkerasan kaku yang memenuhi syarat teknis dan biaya yang ekonomis ...
Muhammad Abi Hartono, Eva Azhra Latifa
openaire   +1 more source

A computational framework for finite element modeling of traveling loads on bridges in dynamic regime

open access: yesComputer-Aided Civil and Infrastructure Engineering, Volume 37, Issue 4, Page 470-484, 15 March 2022., 2022
Abstract The rigorous modeling of traveling loads on bridges in a dynamic regime is not an easy task as the traveling load contributes to the dynamic of the structural system with its mass and damping. In this paper, a simplified approach for traveling loads on bridges in dynamic regime is proposed.
Raffaele De Risi
wiley   +1 more source

Neural Network Based Estimation of Service Life of Different Metal Culverts in Arkansas

open access: yesAdvances in Civil Engineering, Volume 2022, Issue 1, 2022., 2022
The Arkansas Department of Transportation (ARDOT) uses different types of metal culverts and cross‐drains. Service lives of these culverts are largely influenced by the corrosion of the metals used in these culverts. Corrosion of metallic parts in any soil‐water environment is governed by geochemical and electrochemical properties of the soils and ...
Zahid Hossain   +3 more
wiley   +1 more source

ANALISA TEBAL PERKERASAN JALAN DI TANJAKAN MENGGUNAKAN METODE AASHTO 1993

open access: yesAkselerasi : Jurnal Ilmiah Teknik Sipil, 2021
Perkerasan pada umumnya menggunakan bahan campuran dari aspal dan juga memiliki sifat elastis jika menerima beban di atasnya. Sampai saat ini belum ada rumus khusus yang dibuat untuk merencanakan tebal perkerasan di tanjakan, padahal perkerasan jalan ditanjakan akan berbeda kondisinya dibandingkan dengan perkerasan dijalan datar sehingga kebutuhan ...
openaire   +1 more source

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