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- W587079276 abstract "Proper characterization of the response of fine-grained subgrade soils subjected to repeated, dynamic load of short duration is essential to the development of more realistic and rational pavement design procedure. Findings from prior studies are presented which show the close relation between resilient behavior of the pavement and pavement performance. Additionally, prior studies are referenced which indicate that a majority of the resilient deformation displayed by a pavement is accumulated in the subgrade. A resilience laboratory testing procedure for fine-grained soils (developed during Phase 1 activities) is described. Results from a preliminary laboratory testing program (10 soils) are presented which indicate that: (1) the resilient testing procedures is a valid realistic method for evaluating subgrade support; (2) fine-grained surficial soils, typical of those found in Illinois, is not adequate for proper characterization of the repeated load response of many fine-grained Illinois soils." @default.
- W587079276 created "2016-06-24" @default.
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- W587079276 date "1973-05-01" @default.
- W587079276 modified "2023-09-27" @default.
- W587079276 title "Resilient Properties of Subgrade Soils Phase I--Development of Testing Procedure" @default.
- W587079276 hasPublicationYear "1973" @default.
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