UCL Discovery
UCL home » Library Services » Electronic resources » UCL Discovery

Effect of polymer emulsion of the bearing capacity of Aeolian sand under extreme confinement conditions

Arias-Trujillo, J; Matias-Sanchez, A; Cantero, B; Lopez-Querol, MS; (2020) Effect of polymer emulsion of the bearing capacity of Aeolian sand under extreme confinement conditions. Construction and Building Materials , 236 , Article 117473. 10.1016/j.conbuildmat.2019.117473. Green open access

[thumbnail of Arias_Trujillo et al_2019_accepted.pdf]
Preview
Text
Arias_Trujillo et al_2019_accepted.pdf - Accepted Version

Download (2MB) | Preview

Abstract

An experimental investigation, aimed at evaluating the improvement of Aeolian sand (from Saudi Arabia) when treated with low dosages of a vinyl acrylic (a polymer emulsion), is reported in this paper. Special attention is devoted to the influence of the lateral confinement, particularly in terms of compaction and bearing capacity (represented by CBR), for which a modification of the standard test has been developed trying to simulate extreme confinement conditions. Experimental results demonstrate that this kind of chemical stabilizers can be considered as a suitable alternative for these materials. The main modifications induced in the sand by this additive are highlighted and quantified by means of the modification achieved for different geotechnical properties as well as Scanning Electron Microscope (SEM) and Energy-Dispersive X-Ray Spectroscopy (EDX) analyses.

Type: Article
Title: Effect of polymer emulsion of the bearing capacity of Aeolian sand under extreme confinement conditions
Open access status: An open access version is available from UCL Discovery
DOI: 10.1016/j.conbuildmat.2019.117473
Publisher version: https://doi.org/10.1016/j.conbuildmat.2019.117473
Language: English
Additional information: This version is the author accepted manuscript. For information on re-use, please refer to the publisher’s terms and conditions.
Keywords: Aeolian sand; Acrylic polymer emulsion; Compaction; Bearing capacity; Confined and Unconfined Conditions; Soil stabilization
UCL classification: UCL
UCL > Provost and Vice Provost Offices > UCL BEAMS
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science
UCL > Provost and Vice Provost Offices > UCL BEAMS > Faculty of Engineering Science > Dept of Civil, Environ and Geomatic Eng
URI: https://discovery.ucl.ac.uk/id/eprint/10085214
Downloads since deposit
317Downloads
Download activity - last month
Download activity - last 12 months
Downloads by country - last 12 months

Archive Staff Only

View Item View Item