Evaluation of subgrade strength and flexible pavement designs for reliability
Reliability is an important factor in flexible pavement design to consider the variability associated with the design inputs. In this study, subgrade strength variability and flexible pavement designs are evaluated for reliability.
Saha, Nayan
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Dynamic Bearing Characteristics of Cement Concrete Pavement Under Heavy-Duty Loads. [PDF]
Qu W, Li S, Xu B, Huang X, Li Q, Xiao L.
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Layouts of test plates for railroad subgrade
Artykuł zawiera analizę współpracy podtorza i podkładów nawierzchni w zakresie potrzebnym w modelowaniu układu płyt do określania modułów odkształcenia podtorza w próbnych obciążeniach.
Pawłowski, M., Siewczyński, L.
core
Subgrade fatigue life effects due to a pressurized void
The effect on the fatigue life of a subgrade beneath a uniformly loaded cement concrete runway, when detonation gases have formed a void in the subgrade is considered.
Woodford CH, Bull JW
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Strength and resilient performance of expansive subgrades stabilized with apricot kernel shell ash. [PDF]
Tanyildizi M.
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Road subgrade strength under various flooding event
Flooding and water inundation could result in great damage to road pavements. In principle, the design of pavement structure is based on the strength of compacted soil known as subgrade or road foundation.
Muhammad Nor Hisyam Bin Kamarudin
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A hybrid GPR framework with feature selection for enhanced prediction and explainability of subgrade soil strength. [PDF]
Bouguedra B +4 more
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Fatigue Analysis and Numerical Simulation of Loess Reinforced with Permeable Polyurethane Polymer Grouting. [PDF]
Yue L +6 more
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Defining the Attributes of Good In-Service Portland Cement Concrete Pavements, December 2004
Much of the current research in portland cement concrete (PCC) pavements deals with the analysis of early pavement life failures and seeks to find ways to prevent those from reoccurring.
core
Effect of geotextile on ballast fouling under cyclic loading in seasonal freeze-thaw conditions. [PDF]
Zhang D +5 more
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