Results 51 to 60 of about 1,183,170 (153)

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

Integrated data model for bridges with 3D geometry and maintenance information

Computer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 27, Page 4994-5009, 14 November 2025.
Abstract The Japanese government has been promoting construction information modeling initiatives, following the example of building information modeling, which has been widely adopted in the construction sector of Western countries. However, progress in preparing and utilizing 3D data for existing structures, which are primarily subject to maintenance
Kenji Nakamura, Yoshinori Tsukada, Toshio Teraguchi, Chikako Kurokawa, Ryuichi Imai   +4 more
wiley   +1 more source

Detection of corrosion effects on prestressed concrete bridge deck slabs from the champlain bridge through non‐destructive testing techniques

Structural Concrete, Volume 26, Issue 5, Page 5761-5784, October 2025.
Abstract As aging infrastructures raise public concerns, evaluating their performance is crucial for maintaining structural integrity, especially for corroding prestressed concrete members. These structures may experience substantial tendon cross‐sectional area loss before any visible deterioration becomes detectable.
Dana Tawil, Beatriz Martín‐Pérez, Leandro F. M. Sanchez, Martin Noël   +3 more
wiley   +1 more source

Long short‐term memory‐based real‐time prediction models for freezing depth and thawing time in unbound pavement layers

Computer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 20, Page 3182-3196, 18 August 2025.
Abstract The prediction of freezing depth and thawing time of unbound pavement layers in cold regions is a critical task in pavement design and management. This study developed long short‐term memory (LSTM)‐based encoder–decoder models to accurately predict freezing depth and thawing time, with air temperature as the sole input variable.
Y. Ma, S. Park, A. Bae, K. Kwon, H. Choi
wiley   +1 more source

Assessment of flexible pavement fatigue life of Turkish typical sections using mechanistic empirical pavement design approach for coastal region

Ain Shams Engineering Journal, 2019
Due to rapid progressing in the economy of Turkey, the Turkish Transportation Authority has increased the Motorway and Provincial road lengths. The ESALs have reached several hundreds of millions and accompanied with an increase in the weights of axles ...
Osman Nuri Çelik, Saadoon O. Eyada
doaj   +1 more source

Machine learning models for predicting the International Roughness Index of asphalt concrete overlays on Portland cement concrete pavements

Computer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 21, Page 3385-3402, 29 August 2025.
ABSTRACT Although estimating the International Roughness Index (IRI) is crucial, previous studies have faced challenges in addressing IRI prediction for asphalt concrete (AC) overlays on Portland cement concrete (PCC) pavements. This study introduces machine learning to predict the IRI of AC overlays on PCC pavements, focusing on incorporating pre ...
K. Kwon, Y. Yeom, Y. J. Shin, A. Bae, H. Choi   +4 more
wiley   +1 more source

Studi Perbandingan Flexible Pavement dengan Metode Bina Marga 2017 Dan AASHTO 1993 pada Jalan Lintas Selatan (JLS) Lot 6 Kabupaten Tulungagung.

, 2023
Ruas Jalan Lintas Selatan (JLS) yang terletak di Kabupaten Tulungagung dengan total panjang 11,6 km. Ruas jalan tersebut dibangun dengan tujuan untuk jalan alternatif dari jalan lintas utara (Pantura).
Jannah, Risma Salsabilatal
core  

Perencanaan Perkerasan Kaku di Jalan Raya Lontar Kota Surabaya dengan Metode AASHTO 1993

EXTRAPOLASI
Perencanaan pembangunan Ruas Jalan Raya Lontar Kota Surabaya merupakan jalan lokal yang berubah fungsi menjadi jalan kolektor. Diperlukan perencanaan peningkatan jalan berupa perkerasan kaku di ruas jalan tersebut agar dapat umur rencana jalan menjadi lebih lama dan mengurangi kemacetan lalu lintas dilokasi tersebut. Pada perencanaan rigid pavement ini
Suharso, Akbar Bayu Kresno, Ananda, Bryan Fitra, Khatulistiani, Utari   +2 more
openaire   +2 more sources

Mapping Ancient Structures and Demonstrating Integrated Archaeological Geophysics at Huacas de Moche, Peru

Archaeological Prospection, Volume 32, Issue 3, Page 707-725, July/September 2025.
ABSTRACT At the Huacas de Moche (HdM), one of the most prominent archaeological sites in Trujillo, Peru, the needs of an expanding modern community are in direct conflict with the desire to preserve the wealth of archaeological information. The undetermined extent of the HdM site introduces disputes in land usage where potential archaeological features
Jared Low, Richard Krahenbuhl, Jeffrey Shragge, Michele L. Koons, Carlos Rengifo, Alexander Vega   +5 more
wiley   +1 more source

Esnek üst yapı tasarım yöntemlerinden AASHTO 2002 ile AASHTO 1993 yönteminin karşılaştırılması

, 2021
Bu çalısmanın amacı, 2004 yılı Mayıs ayında açıklanan AASHTO 2002 Yol Üstyapısıtasarım yöntemini incelemek ve AASHTO 1993 yöntemi ile karsılastırmaktır. Bu amacayönelik olarak, çalısmanın ilk bölümünde genel olarak üstyapı tasarım yöntemlerindenbahsedilmis ve kısaca tasarım yöntemlerinin gelisimi anlatılmıstır.
openaire   +1 more source