Results 51 to 60 of about 932,423 (198)

Investigating the Impact of Material Properties on Mechanistic‐Empirical Flexible Pavement Design Using AASHTOWare Pavement ME Design

Advances in Materials Science and Engineering, Volume 2026, Issue 1, 2026.
This study systematically investigates the influence of various material and soil property inputs on the mechanistic‐empirical (ME) design of flexible pavements, utilizing the AASHTOWare Pavement ME Design software. An experimental design framework, specifically the Plackett–Burman design, was employed to analyze the effects of eleven critical ...
Neamah Suwaidan Adwez, Mohammad Hosein Dehnad, Alireza Noory, Mohammad Rezwan Habib   +3 more
wiley   +1 more source

Assessment of Partial Debonding Practice for AASHTO Type Girders [PDF]

, 2013
Pretensioned girders have been commonly used in bridge construction for years. However, some problems remain that hinder the further application of longer and more heavily prestressed girders. The prestressing force can produce large stresses at both the
Wang, Weijin
core  

Comparación de los Métodos American Association of State Highway and Transportation Oficials (AASHTO-1993) - (mechanical empirical pavement design guide m-epdg aashto 2008) [PDF]

, 2020
La presente investigación, se centra en diseñar el pavimento flexible para la Av. Pacífico del distrito de Nuevo Chimbote dado el mal estado en el que se encuentra, comparando los métodos AASHTO 1993 y MEPDG 2008, se hace presente que el trabajo se ...
León Bobadilla, Abner Itamar
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Reliability Analysis of Anchored Geotechnical Structures for the Design Limit States

Wasit Journal of Engineering Sciences, 2020
Reliability has been considered of magnificent importance in engineering design specially in geotechnical engineering due to the unpredictable conditions of soil layers.
Sohaib K Al-Mamoori, Laheab A. Al-Maliki, Khaled El-Tawel   +2 more
doaj   +1 more source

Bridge Health State Assessment and Multiscale Deterioration Modeling: Methods, Challenges, and Future Prospects

Structural Control and Health Monitoring, Volume 2026, Issue 1, 2026.
Bridge deterioration modeling plays a crucial role in infrastructure maintenance and lifespan prediction. Current methodologies evolve along three axes: (1) Mechanism‐driven models, which leverage structural mechanics and material degradation theories to provide detailed insights into the physical processes underlying deterioration, constrained by ...
Kangliying Yin, Hanbin Luo, Yixiao Shao, Wenli Liu, Zoran Rakicevic   +4 more
wiley   +1 more source

Comparision Of Flexible Pavement Design Methods Aashto 2002 And Aashto 1993 [PDF]

, 2015
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2006Thesis (M.Sc.) -- İstanbul Technical University, Institute of Science and Technology, 2006Bu çalışmanın amacı, 2004 yılı Mayıs ayında açıklanan AASHTO 2002 Yol Üstyapısı ...
Avcı, Serdar
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Perencanaan Perkerasan Kaku dengan Metode AASHTO 1993 Studi Kasus Jalan Batanghari II Kabupaten Muaro Jambi

Jurnal Talenta Sipil, 2021
Ruas jalan Batanghari II merupakan  jalan Nasional yang menghubungkan Kota Jambi dengan Kabupaten Tanjung Jabung Timur. Jalan ini membentang sepanjang 33 km dari perbatasan Kota Jambi – Kabupaten Muaro Jambi hingga Zona Lima (simpang plabi) Kabupaten Tanjung Jabung Timur.
Sigit Kurniawan, M Asmuni Jatoeb, Susiana Susiana   +2 more
openaire   +2 more sources

Numerical study on steel plate girders – Minimum bending rigidity of intermediate transverse stiffeners

ce/papers, Volume 8, Issue 6, Page 1277-1283, December 2025.
Abstract Steel plate girders take advantage of transverse stiffeners giving web lateral support along the span and increasing the shear resistance. In addition, transverse stiffeners play a key role in mitigating web buckling by supporting the edges of the web panel and thus anchoring the axial compression resulting from the tension field action.
Sérgio Nascimento, José J. Oliveira Pedro, Ulrike Kuhlmann   +2 more
wiley   +1 more source

Perencanaan Lapisan Tambahan Menggunakan Hasil Buangan Tambang (Tailing) Pada Perkerasan Kaku Berdasarkan Methoda AASHTO 1993

Jurnal Teknik AMATA, 2023
Tujuan penelitian ini adalah membahas pelapisan tambah pada perkerasan kaku beton (dengan bahan pengisi tailing) dengan metoda AASHTO 1993.Methoda yang dipakai dalam perencanaan pelapisan tambah pada perkerasan kaku beton dengan bahan pengisi tailing adalah dengan menggunakan rumus- rumus perencanaan yang ada sesuai dengan peraturan AASHTO 1993 1.Hasil
openaire   +1 more source

Adaptive stochastic deterioration modeling for evaluating pavement survey schedules in relation to performance and management cost

Computer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 31, Page 6701-6721, 29 December 2025.
Abstract Pavement performance impacts transportation mobility, safety, and comfort, with timely maintenance relying on field survey data. However, frequent surveys are costly and impractical. This study examines how survey timing and frequency influence maintenance events and pavement deterioration to optimize management strategies.
Zhe Wu, Zijun Xu, Linyi Yao, Lingxiao Shangguan, Guoyang Lu, Dawei Wang   +5 more
wiley   +1 more source