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Density and Strength Properties of Sand-Expanded Polystyrene Beads Mixture

GeoCongress 2008, 2008
Expanded Polystyrene ƒ EPS ≈ beads was utilized to develop a new geotechnical material, sand-EPS beads-mixture (SEM). Density tests, direct shear tests and compression tests were conducted to evaluate the density and strength properties of the SEM. Direct shear tests were conducted under 4 different vertical stresses (32.7, 50, 75, 100kPa).
Wei Zhu   +3 more
openaire   +1 more source

Evaluation of alternatives to expanded polystyrene beads for mosquito control

Journal of Applied Entomology, 2013
AbstractExpanded polystyrene (EPS) beads have been shown to be an effective tool for controlling immature stages of mosquitoes, as well as preventing oviposition by adults. Polystyrene does not biodegrade quickly, resulting in some concerns about its effect on the environment.
S. R. Irish, V. Chen‐Hussey
openaire   +1 more source

Energy Absorption by Expanded Bead Polystyrene Foam: Dependence on Fracture Toughness and Bead Fusion

MRS Proceedings, 1990
AbstractIncreased energy absorption and load result when the contact area between an object and a foam cushion is less than the foam area because of an increased foam deformation volume (i.e. “Load Spreading”). The deformed volume is trapezoidal (i.e. not prismatic) and is a function of the foam dimensions and the object geometry.
P. R. Stupak, J. A. Donovan
openaire   +1 more source

The Relevance of Expanded Polystyrene Beads for Ground Improvement: A Review

2021
An expanded polystyrene (EPS) beads are a lightweight synthetic material that is manufactured daily as a packing material. This study describes the engineering and mechanical behavior of the EPS beads under the actions of stress. The influence of size (diameter) and density of EPS beads on a stress–strain behavior have been well explained in the study.
Rohan Deshmukh   +4 more
openaire   +1 more source

Experimental Studies on Bottom Ash and Expanded Polystyrene Beads–Based Geomaterial

Journal of Hazardous, Toxic, and Radioactive Waste, 2016
AbstractBottom ash is a by-product produced from burning of pulverized coal in thermal power plants. The increasing production of bottom ash and its disposal in an eco-friendly manner is a matter of concern. This paper concisely describes the suitability of bottom ash to be used in civil engineering applications as a way to minimize the amount of its ...
B. Ram Rathan Lal, Vaishali N. Badwaik
openaire   +1 more source

Water Stability of Light Weight Soil Amended with Expanded Polystyrene Beads

Geotechnical and Geological Engineering, 2019
To reveal the durability of light weight soil ground under water environment conditions, the influence laws of soaking time and dry–wet cycle times on mechanical properties of light weight soil are researched by density tests, unconfined compressive strength tests, water absorption tests and mass loss rate tests.
Tian-shun Hou, Ya-sheng Luo
openaire   +1 more source

Properties and Applications of Cement-Treated Sand-Expanded Polystyrene Bead Lightweight Fill

Journal of Materials in Civil Engineering, 2013
AbstractTo mitigate settlement problems associated with bridge approach embankments over soft soil, a newly-developed lightweight material was proposed in this study. This lightweight material consisted of expanded polystyrene beads, the hydraulic sand from the Yangtze River, and cement.
Linchang Miao   +4 more
openaire   +1 more source

Magnetization of large polystyrene peptide beads for capturing and expanding cancer cells

Journal of Magnetism and Magnetic Materials, 2003
A method is described for preparation of large magnetic polystyrene beads coupled with peptide ligands for surface receptors of lung cancer cells. We have demonstrated the feasibility of using these magnetic peptide beads for capturing and enriching lung cancer cells spiked into blood. These magnetic peptide beads potentially can be used to efficiently
Jan Mařı́k   +5 more
openaire   +1 more source

Discussion: Marine floating concrete made with polystyrene expanded beads

Magazine of Concrete Research, 1977
C. Bagon   +2 more
openaire   +1 more source

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