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A Novel Application of the Hydrophobic Polyurethane Foam: Expansive Soil Stabilization.
Al-Atroush, Mohamed Ezzat; Shabbir, Omar; Almeshari, Bandar; Waly, Mohamed; Sebaey, Tamer A.
Afiliação
  • Al-Atroush ME; Department of Engineering Management, College of Engineering, Prince Sultan University, Riyadh 11543, Saudi Arabia.
  • Shabbir O; Department of Engineering Management, College of Engineering, Prince Sultan University, Riyadh 11543, Saudi Arabia.
  • Almeshari B; Department of Engineering Management, College of Engineering, Prince Sultan University, Riyadh 11543, Saudi Arabia.
  • Waly M; Department of Medical Equipment Technology, College of Applied Medical Sciences, Majmaah University, Majmaah 15341, Saudi Arabia.
  • Sebaey TA; Department of Engineering Management, College of Engineering, Prince Sultan University, Riyadh 11543, Saudi Arabia.
Polymers (Basel) ; 13(8)2021 Apr 19.
Article em En | MEDLINE | ID: mdl-33921753
The reversible shrink-swell behavior of expansive soil imposes a serious challenge that threatens the overlying structures' safety and durability. Traditional chemical additives such as lime and cement still exhibit satisfying performance over their counterparts in terms of swelling potential reduction. Nevertheless, significant concerns are associated with these chemicals, in addition to their environmental impact. This paper proposes a novel application of the closed-cell one-component hydrophobic polyurethane foam (HPUF) to stabilize the swelling soil. An extensive experimental study was performed to assess the efficiency of HPUF in mitigating both the swelling and shrinkage response of high montmorillonite content expansive soil. Expansive soil was injected/mixed with different weight ratios of the proposed stabilizer, and the optimum mixing design and injection percentage of the foam resin were identified to be ranged from 10% to 15%. The shrink-swell behaviors of both injected and noninjected samples were compared. Results of this comparison confirmed that HPUF could competently reduce both the swelling potential and the shrinkage cracking of the reactive expansive soil, even after several wet-shrink cycles.
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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Idioma: En Revista: Polymers (Basel) Ano de publicação: 2021 Tipo de documento: Article País de afiliação: Arábia Saudita País de publicação: Suíça

Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Idioma: En Revista: Polymers (Basel) Ano de publicação: 2021 Tipo de documento: Article País de afiliação: Arábia Saudita País de publicação: Suíça