Deng, A.Xiao, Y.2015-01-272015-01-272010International Journal of Geomechanics, 2010; 10(6):214-2221532-36411943-5622http://hdl.handle.net/2440/88934Special Issue: Modeling in Geotechnical Engineering for Design and MaterialsA geofoam was produced by blending expanded polystyrene _EPS_ beads and sands in proportions. The formed mixtures, known as EPS-sands, were 26–63% lighter than general earth fills _e.g., sand_. Consolidated-drained _CD_ triaxial compression tests were conducted on EPS-sand mixture specimens to observe their stress-strain characteristics, specifically, the stress-strain responses in relation to the EPS contents _0.5, 1.5, and 2.5% by weight_ used in the mixtures and confining pressures _100, 200, 300 to 400 kPa_ loaded on the specimens. The EPS content and confining pressure were found to influence the stress-strain and volumetric strain behavior of the mixtures. Increasing EPS content led to decreased shear strength and increased volumetric strain. Increasing confining pressures enhanced the strength of the mixture. EPS-sand mixtures underwent a shear contraction throughout the CD tests. The optimum EPS bead content _i.e., the one reasonably balancing the unit weight, strength, and deformation_ was in the order of 0.5% by weight. EPS content dependent strain increment equations were derived by compromising Cam-clay and modified Cam-clay, and used to model the stress-strain characteristics of EPS-sand mixtures. The established equations were verified being able to depict the stress-strain observations of EPS-sand specimens, at least for the ranges of EPS contents and confinements considered in this study.en© 2010 ASCEEPS beadsSandsTriaxial compressionShear strengthCam-clayStress-strain behaviorLightweight fillsJournal article002012000410.1061/(ASCE)GM.1943-5622.00000620002089709000022-s2.0-7834927647924209Deng, A. [0000-0002-3897-9803]