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Neural Network Modeling of Anisotropic Aggregate Behavior from Repeated Load Triaxial Tests
Transportation Research Record: Journal of the Transportation Research Board, 1998Determining horizontal specimen response in a repeated load triaxial test is essential to properly characterize the directional dependency of unbound aggregate resilient behavior under anisotropic loading conditions. Recent research has applied artificial neural networks (ANNs) for predicting, in the absence of lateral deformation data, the anisotropic
Erol Tutumluer, Umit Seyhan
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Using Repeated-Load Triaxial Tests to Evaluate Plastic Strain Potentials in Subgrade Soils
Transportation Research Record: Journal of the Transportation Research Board, 2005The design and the analysis of flexible pavement systems depend on soil layer characterization, traffic loads, and number of passes. The current AASHTO design method for flexible pavements uses resilient characteristics of subsoils to characterize and determine the structural support of each layer and to design the thickness of the layers.
Anand J. Puppala +2 more
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European Journal of Environmental and Civil Engineering, 2018
Mechanistic-empirical design of flexible pavement AASHTO practice requires resilient characteristics of sub grade soil.
Noolu Venkatesh +2 more
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Mechanistic-empirical design of flexible pavement AASHTO practice requires resilient characteristics of sub grade soil.
Noolu Venkatesh +2 more
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Transportation Research Record: Journal of the Transportation Research Board, 2019
Water content is one of the key parameters that can cause variations in the elastic and plastic deformation of pavement layers. More specifically, both the compaction moisture and the post-compaction moisture should be carefully controlled. The objective of this study is to analyze the effects of compaction moisture on the accumulation of permanent ...
Caroline Dias Amancio de Lima +2 more
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Water content is one of the key parameters that can cause variations in the elastic and plastic deformation of pavement layers. More specifically, both the compaction moisture and the post-compaction moisture should be carefully controlled. The objective of this study is to analyze the effects of compaction moisture on the accumulation of permanent ...
Caroline Dias Amancio de Lima +2 more
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The measurement of recoverable and irrecoverable deformations in the repeated load triaxial test
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1974S. F. Brown, M. S. Snaith
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Evaluation of Resilient Modulus of Geosynthetic Reinforced Layers Using Repeated Load Triaxial Tests
2018The Geotechnical Engineering Journal of the SEAGS & AGSSEA, 49, 1, pp 84 ...
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