Results 11 to 20 of about 13,004 (197)

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

Simplified M-E Approach for the Design of Flexible Pavement Structures [PDF]

open access: yesمجلة جامعة النجاح للأبحاث العلوم الطبيعية, 2007
This paper presents a simplified design procedure, which depends mainly on finite elements analysis considering the same input variables used in the traditional AASHTO empirical design methodology.
Osama Abaza
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

Analytical Model for Passing Sight Distance Design Criteria of Two-Lane Roads in Sri Lanka

open access: yesTransport and Telecommunication, 2018
For a safe overtaking manoeuvre on two-lane highways, drivers need a sufficient sight distance along the roadway, but it depends on the traffic environment.
Mampearachchi W. K., Masakorala S. R.
doaj   +1 more source

Komputerisasi Penentuan Tebal Perkerasan Kaku dengan Metode AASHTO 1993

open access: yesJurnal Teknik Sipil, 2019
Perhitungan tebal perkerasan secara komputerisasi perlu dikembangkan untuk meminimalisir kesalahan, memperoleh hasil yang lebih teliti, cepat, akurat, dan dapat dilakukan secara iterasi.
Andri Suryadi, Budi Hartanto Susilo
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

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

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

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

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