Results 11 to 20 of about 57,966 (284)
Effect of Dual Reinforcement on Wear Resistance by Aluminum Compacts Reinforce by SiC, Al2O3 [PDF]
Engineering and Technology Journal, 2009 The producing composite materials of dual reinforcement in which the matrix material is aluminum reinforced with two types of ceramic particles : which are Alumina (50μmKeywordscomposite materials; wear test ; Al2O3; SiC ...
Mohammed Waheed, Hassan Abed
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New AASHTO Equivalency Factors of Armoured Vehicles with Rubber Tires on Flexible Pavement
Journal of Engineering and Sustainable Development, 2010 Presented in this paper is a study to find new AASHTO equivalency factors of military armoured vehicles with rubber tires on flexible pavement. Four types of military armoured vehicles with rubber tires were studied, namely Stryker, CM31, Cougar ...
Saud Abdulaziz Sultan
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Jurnal 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
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Live Load Distribution for Steel-Girder Bridges [PDF]
Engineering and Technology Journal, 2009 Grillage method is used here to determine girder distribution factor (GDF). STAAD Pro. 2006 program is used here to represent grillage and solving for (GDF).
Ammar A. Ali
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Procedia Manufacturing, 2020 Abstract AASHTO Standard specifications for Movable Highway Bridges has provisions for the use of small diameter sheaves. The provisions are seldom used and may not be understood by most. This paper will discuss the requirements of the AASHTO Movable Bridge Specifications and how small diameter Sheaves can be used n movable bridge applications. This
Yahia M. Al-Smadi, Herb Protin
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COMPARATIVE STUDY OF RIGID PAVEMENT PLANNING USING BINA MARGA 2017 AND AASHTO 1993 METHODS
Jurnal 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
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Simplified M-E Approach for the Design of Flexible Pavement Structures [PDF]
مجلة 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
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Journal 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
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Analytical Model for Passing Sight Distance Design Criteria of Two-Lane Roads in Sri Lanka
Transport 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.
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Komputerisasi Penentuan Tebal Perkerasan Kaku dengan Metode AASHTO 1993
Jurnal 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
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