Search results for "Resilient modulus"

showing 2 items of 2 documents

Repeated Load Triaxial Testing of Recycled Excavation Materials Blended with Recycled Phyllite Materials

2022

Recycled Excavation Materials (REM) are becoming viable alternative construction resources due to their economic benefits. However, REM may be composed of weak rocks, e.g., phyllites, limiting the use in a base layer. The present paper attempts to further the knowledge of the mechanical performance of REM by performing Repeated Load Triaxial Tests (RLTT). REM are mixed with Recycled Phyllite Materials (RPM) in systematic blends of 0%, 25%, 50%, and 100%. The batches’ resilient modulus (MR) and permanent deformation (PD) characteristics were assessed to establish the maximum RPM allowed into REM while maintaining the required performance. Hicks and Monismith’s and Uzan’s mo…

TechnologyMicroscopyQC120-168.85TQH201-278.5Engineering (General). Civil engineering (General)Article:Teknologi: 500 [VDP]TK1-9971recycled excavation materialsDescriptive and experimental mechanicsrecycled phyllite materialsRecycled excavation materialsresilient modulusRecycled phyllite materialspermanent deformationResilient modulusGeneral Materials ScienceElectrical engineering. Electronics. Nuclear engineeringTA1-2040VDP::Technology: 500::Materials science and engineering: 520Permanent deformationrecycled excavation materials; recycled phyllite materials; resilient modulus; permanent deformation
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Evaluation of Subgrade Resilient Modulus Predictive Model for Use in Mechanistic-Empirical Pavement Design Guide

2006

The characterization of unbound materials in the mechanistic–empirical pavement design guide (MEPDG), also known as the 2002 design guide, is reviewed, and this characterization is applied to Minnesota subgrades. The main emphasis is on the collection of k1-, k2-, and k3-parameters for Minnesota fine-grained soils and the procedure for the interpretation of the resilient modulus test to provide an input to the multilayer elastic theory (MLET) analysis (Level 2 input). This is an important aspect of adaptation of the MEPDG, because the guide recommends measurement of resilient moduli from laboratory testing, but the procedure does not specify how to interpret the test data to obtain an input …

Mathematical modelComputer sciencebusiness.industryMechanical EngineeringResilient modulusStructural engineeringSubgradeNonlinear finite element analysisLaboratory testingDesign guidesoil subgrade resilient modulus pavement designForensic engineeringbusinessElastic modulusCivil and Structural EngineeringTest dataTransportation Research Record: Journal of the Transportation Research Board
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