Results 41 to 50 of about 1,743 (183)
Development of Rock Embedded Drilled Shaft Resistance Factors in Korea based on Field Tests
Applied Sciences, 2019 Load and resistance factor design (LRFD) is a limit state design method that has been applied worldwide. Because the data for determining LRFD factors in Korea has been insufficient, the resistance factors suggested by American Association of State ...
Seok Jung KIM +3 more
doaj +1 more source
Determinación probabilística del tiempo de servicio de estructuras de pavimentos
Revista Ingeniería de Construcción, 2020 En Chile, como en muchos países de Suramérica, AASHTO 93 es el método oficial para el diseño de pavimentos asfálticos. El método entrega un número estimado de ejes equivalentes estándar de 80 kN que el pavimento puede soportar hasta alcanzar un cierto ...
M. Rodríguez, G. Thenoux, A. González
doaj +1 more source
Engineering Reports, Volume 8, Issue 7, July 2026.A field‐validated predictive model accurately estimates the strain modulus of waste calcium composite‐stabilized dispersive clay. The model provides a reliable, sustainable, and cost‐effective tool for subgrade design, reducing dependence on extensive field testing while improving pavement performance.
Farhan Ali +3 more
wiley +1 more source
Journal of Applied Ecology, Volume 63, Issue 6, June 2026.Generally, LED headlights had neutral or beneficial effects on wildlife responses, suggesting they could reduce collisions given the increased illumination levels they provide drivers. Additionally, our results support previous research indicating increased frontal vehicle illumination can reduce dangerous encounters with wildlife. Our findings suggest
Carson J. Pakula +4 more
wiley +1 more source
Alternatives to the Current AASHTO Standard Bridge Sections [PDF]
PCI Journal, 1997 The main objective of this study was evaluate feasible alternatives to the current AASHTO bridge girders used in Indiana. This evaluation included precast pretensioned bridge girders for spans from 30 to 130 feet with girder spacing between 5 and 10 feet up to 12 feet for the longer spans.
Meir, Joseffa Viktoria +3 more
openaire +2 more sources
Engineering Reports, Volume 8, Issue 5, May 2026.Integrated VES, ERI, and MASW surveys, constrained by boreholes, delineate a central low‐resistivity/low‐V s weak corridor and more competent volcanic strata at depth. The eastern sector offers preferable foundation conditions, while identified weak zones require ground improvement or deep foundations to mitigate differential‐settlement risk.
Alemayehu Ayele +2 more
wiley +1 more source
Semesta Teknika, 2018 The mechanistic-empirical method is one of the techniques used in the design of pavement thickness. Maospati-Sukomoro Road is the primary access to Magetan City which is traversed by heavy vehicle traffic.
Dian Setiawan M +2 more
doaj +1 more source
Evalution the Load Distribution Factors for Horizontally Curved Composite Concrete-Steel Girder Bridges [PDF]
Engineering and Technology Journal, 2014 In this research paper, a 3-D finite element model was used for the analysis of curved concrete slab on steel girder bridges. A parametric study was carried out to calculate the load distribution factors for horizontally curved steel I-girder bridges ...
Eyad K. Say hood +2 more
doaj +1 more source
The Baltic Journal of Road and Bridge Engineering, 2023 The paper discusses the applicability of using limiting phase angle temperatures, measured in the Dynamic Shear Rheometer, for low temperature ranking of performance, in comparison with limiting low temperature grades in accordance with AASHTO TP 122-16 ...
Kristjan Lill +2 more
doaj +1 more source
Earthquake Spectra, Volume 42, Issue 2, May 2026.As fragility and risk modeling techniques and computational capabilities evolve, complemented by moving toward more routine and systematic seismic risk assessment of all buildings and critical infrastructure, the authors pose a few critical questions to investigate how the U.S. Geological Survey (USGS) National Seismic Hazard Models (NSHMs) can be used
Kishor S. Jaiswal, N. Simon Kwong
wiley +1 more source