MATEC Web Conf.
Volume 245, 2018International Scientific Conference on Energy, Environmental and Construction Engineering (EECE-2018)
|Number of page(s)||4|
|Section||BIM (Building Information Modeling)|
|Published online||05 December 2018|
Ground improvement using an expandable polyurethane resin
Peter the Great St. Petersburg Polytechnic University, St. Petersburg, Russia
2 The All-Russian research institute of hydraulic engineering of the name B.E.Vedeneyeva, St. Petersburg, Russia
* Corresponding author: firstname.lastname@example.org
The paper describes an experiment conducted to study the effect of injection an expandablepolyurethane resin on the stabilization, settlement reduction and increasing the bearing capacity of the foundation’s soil. The experiment was carried out in sandy soil, and different types of soil investigations were carried out to investigate the effect of the resin on the soil properties beneath a concrete foundation. Results of Plate load test PLT and dynamic cone penetration test DCPT before and after the injection of the expandable resin are demonstrated and discussed in this paper.
© The Authors, published by EDP Sciences, 2018
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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