Resilient Modulus and Permanent Deformation Responses of Geogrid-Reinforced Construction and Demolition Materials
作者： Md Aminur Rahman , Arul Arulrajah , J Piratheepan , MW Bo , MA Imteaz
DOI: 10.1061/(ASCE)MT.1943-5533.0000824
关键词: Geotechnical engineering 、 Materials science 、 Stress (mechanics) 、 Geogrid 、 Brick 、 Resilient modulus 、 Subbase (pavement) 、 Aggregate (composite) 、 Deformation (engineering) 、 Demolition
摘要: AbstractExtensive amounts of natural quarry aggregates are currently being used in road and pavement applications. The use construction demolition (C&D) materials such as recycled concrete aggregate (RCA), crushed brick (CB), reclaimed asphalt (RAP) an alternative to has generated interest recent years, particularly a base or subbase material. However, the resilient moduli responses performance these C&D reinforced with geogrids under repeated loads have yet be established. This research investigates (MR) permanent deformation characteristics biaxial triaxial load (RLT) equipment. effects varying deviatoric stress on modulus unreinforced geogrid-reinforced were also investigated. Regression analyses test results performed using two- three-parameter mode...
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