Soil injection technology using an expandable polyurethane resin: A review

The soil injection, using an expandable polyurethane resin, holds a unique potential for settlement compensation, lifting, and strengthening the foundations of existing buildings and structures. Although various research and case studies regarding this technology have been published, these studies emphasized the technology’s effectiveness in the rapid lifting process. Nevertheless, there is no complete understanding of the technology, yet, that gathers necessary data leading to a better recognition for this technology in the theoretical understanding and the practical applications. This article aims to provide a comprehensive understanding of this technology. The injection process, the resin’s mechanism, and actual propagation in the soil’s massive, the modified physic-mechanical properties of the soil, the expansion process, the consumption of the resin, and the durability are extensively reviewed in this article. Besides that, this article aims to demonstrate the advantages and limitations of this technology in practical applications. The review also explores the existing finite element models used to calculate the strength and stiffness parameters, evaluating the bearing capacity of the composite (soil-resin) and the settlement after the injection process. © 2021 by the authors. Licensee MDPI, Basel, Switzerland.

Authors
Sabri M.M.S.1 , Vatin N.I. 2 , Alsaffar K.A.M.3
Journal
Publisher
MDPI AG
Number of issue
21
Language
English
Status
Published
Number
3666
Volume
13
Year
2021
Organizations
  • 1 Peter the Great St. Petersburg Polytechnic University, St. Petersburg, 195251, Russian Federation
  • 2 People’s Friendship University of Russia, Moscow, 117198, Russian Federation
  • 3 The University of Mashreq, Baghdad, 10023, Iraq
Keywords
Building restorations; Clay; Expanding polyurethane resin; Foundation lifting; Foundation remediation; Geopolymers; Ground improvement; Sand; Slab lifting; Soil; Soil stabilization
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