Results 1 to 10 of about 10,814 (222)

Parametric Study on the Applicability of AASHTO LRFD for Simply Supported Reinforced Concrete Skewed Slab Bridges

open access: yesInfrastructures, 2021
Simplified code provisions can be used for the analysis and design of straight slab bridges. However, several studies question the appropriateness of simplified procedures for skewed geometries.
Lucia Moya   +2 more
exaly   +3 more sources

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, Nathan Huynh
exaly   +3 more sources

Comparing the optimization of prestressed concrete bridge deck according to the AASHTO LRFD and AASHTO standard procedures using Cuckoo algorithm. [PDF]

open access: yesمجله مدل سازی در مهندسی, 2018
The high cost and time of implementation of the bridgeworks necessitate the optimization in the structural design. The optimization can extensively reduce the used steel, reinforcement, concrete and the time of doing project.
zahra hazrati moghim   +3 more
doaj   +2 more sources

KAMLIAL SANDSTONE AS AN AGGREGATE PROBLEM FOR CONSTRUCTION INDUSTRY, PALANDRI AZAD KASHMIR [PDF]

open access: yesEarth Sciences Pakistan, 2021
Study area concedes the compressional stresses caused by the collision of Indian and Eurasian plates molded the northwest- southeast trending faults which are Riasi Fault (RF), Palandri Fault (PF), Godri Badshah Fault (GBF) and Chhechhan Fault (CF). This
Muhammad Haziq Khan   +3 more
doaj   +1 more source

Effect of Dual Reinforcement on Wear Resistance by Aluminum Compacts Reinforce by SiC, Al2O3 [PDF]

open access: yesEngineering 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
doaj   +1 more source

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

Live Load Distribution for Steel-Girder Bridges [PDF]

open access: yesEngineering 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
doaj   +1 more source

Imaginativeness beyond AASHTO

open access: yesProcedia 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
openaire   +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

Re-evaluation of the AASHTO-flexible pavement design equation with neural network modeling. [PDF]

open access: yesPLoS ONE, 2014
Here we establish that equivalent single-axle loads values can be estimated using artificial neural networks without the complex design equality of American Association of State Highway and Transportation Officials (AASHTO).
Mesut Tiğdemir
doaj   +1 more source

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