Results 21 to 30 of about 57,966 (284)

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

Cálculo y diseño del tramo de un puente ferrocarrilero de superestructura metálica en El Vigía, Estado Mérida

open access: yesGaceta Técnica, 2020
El presente artículo refiere al diseño y cálculo de un tramo de 30,00 m de viga metálica, para un puente ferrocarrilero propuesto en la ciudad de El Vigía, capital del Municipio Alberto Adriani del Estado Mérida, Venezuela.
Guido Josue Castro Valero   +1 more
doaj   +2 more sources

Bridge Load Testing for Identifying Live Load Distribution, Load Rating, Serviceability and Dynamic Response

open access: yesFrontiers in Built Environment, 2020
In this article, dynamic and static load tests of a concrete highway bridge, which is a deteriorated and repaired, are presented depending on displacement and strain data for engineering decision making about the operation of a critical bridge.
Chuanzhi Dong   +6 more
doaj   +1 more source

Finite-Element Analysis of Shear-off Failure of Keyed Dry Joints in Precast Concrete Segmental Bridges [PDF]

open access: yes, 2014
This article has been made available through the Brunel Open Access Publishing Fund.The structural behaviour of precast concrete segmental bridges is largely dependent on the behaviour of the joints between segments.
Giulio Alfano   +5 more
core   +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

On utilization of elliptical rings in assessing cracking tendency of concrete [PDF]

open access: yes, 2014
A new experimental method by utilizing elliptical rings to replace circular rings recommended by ASTM and AASHTO was explored for assessing cracking potential of concrete and other cement-based materials under restrained condition.
Dong, W, Oladiran, OG, Zhou, X
core   +3 more sources

Comparison between Calculating Live Load Distribution Factors by AASHTO-LRFD Equations and Finite Element Method of Precast Concrete U-Girder Bridges [PDF]

open access: yesJournal of Rehabilitation in Civil Engineering
The main objective of this study is to make a comparison between calculating live load distribution factors using AASHTO-LRFD equations and the finite element analysis of precast concrete U-girder bridges. The AASHTO-LRFD specifications provide empirical
Kamel Kamel, Ahmed Amer, Ahmed Hanafi
doaj   +1 more source

Evaluation of pavement service life using AASHTO 1972 and mechanistic-empirical pavement design guides

open access: yesInternational Journal of Transportation Science and Technology, 2023
Service life is often used by state transportation agencies to evaluate alternative flexible pavement designs. The design that keeps the pavement in acceptable condition longest before it needs another maintenance treatment is the preferred design. For a
Fahim Ahmed   +4 more
doaj   +1 more source

Investigation causes of pavement structure destruction using new AASHTO mechanistic-empirical procedures for improving roads function in different climatic condition of Iran

open access: yesEnvironment Conservation Journal, 2015
In recent years, procedure of AASHTO (American Association State Highway and Transportation Officials) Guide for Design of Pavement Structures distanced from first empirical procedure and advanced toward mechanistic-empirical procedures.
Malihe Behnam   +3 more
doaj   +1 more source

Validity of Anchorage Zone Design for Post-Tensioned Concrete Members with High-Strength Strands

open access: yesApplied Sciences, 2020
This paper evaluated the validity of a design method for anchorage zones in post-tensioned concrete members using Grade 2400 strands from American Concrete Institute (ACI) Building Code, ACI 318-19 and Association of State Highway and Transportation ...
Kyong Min Ro   +2 more
doaj   +1 more source

Home - About - Disclaimer - Privacy