Abstract

In this study, superabsorbent polymers (SAP) were introduced as an admixture in subgrade soils for the potential of improving their moisture susceptibility under moisture variation conditions. A series of experiments was performed on the soil samples to investigate the feasibility and influences of SAP on their fundamental physical properties and mechanical performance. In addition, wetting-drying (W-D) cyclic tests were conducted on the samples to simulate the moisture varying conditions that subgrade soils could experience in service. Compaction tests showed that SAP decreased the maximum dry density, but had no effect on the optimum moisture content. Soil amended by SAP exhibited superior uniformities in moisture distribution and grain size distribution. SAP helped enhance the direct shear behaviors of subgrade soils and increased the cohesive strengths and internal friction angles. The W-D cycles obviously degraded the mechanical properties. During the W-D cycles, SAP could also remarkably improve shear strength and the larger the SAP content, the better the shear performance. Results proved that a proper content of SAP (0.75%) added in the subgrade soils had no apparent impact on the volume stability, however a high content of SAP could significantly increase the volume by as much as 12.35%. Based on the test results, an optimal SAP content of no more than 0.75% is recommended.

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Acknowledgments

The project was financially sponsored by the support of the National Natural Science Foundation of China (Grant No. 51778638). The contents of this study reflect the views of the authors, who are responsible for the facts and the accuracy of the data presented herein, and do not necessarily reflect any official views or policies.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 7July 2019

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Received: Nov 29, 2018
Accepted: Jan 29, 2019
Published online: May 6, 2019
Published in print: Jul 1, 2019
Discussion open until: Oct 6, 2019

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Professor, School of Civil Engineering, Central South Univ., 22 South Shaoshan Rd., Changsha 410075, PR China; Professor, National Engineering Laboratory for High Speed Railway Construction, Central South Univ., 22 South Shaoshan Rd., Changsha 410075, PR China. ORCID: https://orcid.org/0000-0001-7303-9836. Email: [email protected]
Graduate Student, School of Civil Engineering, Central South Univ., 22 South Shaoshan Rd., Changsha, Hunan 410075, PR China. Email: [email protected]
Associate Professor, School of Civil Engineering, Central South Univ., 22 South Shaoshan Rd., Changsha, Hunan 410075, PR China (corresponding author). ORCID: https://orcid.org/0000-0002-4892-9770. Email: [email protected]
Jinfeng Zou, Ph.D. [email protected]
Professor, School of Civil Engineering, Central South Univ., 22 South Shaoshan Rd., Changsha, Hunan 410075, PR China. Email: [email protected]
Associate Professor, School of Civil Engineering, Central South Univ., 22 South Shaoshan Rd., Changsha, Hunan 410075, PR China. ORCID: https://orcid.org/0000-0003-2630-3088. Email: [email protected]
Graduate Student, School of Civil Engineering, Central South Univ., 22 South Shaoshan Rd., Changsha, Hunan 410075, PR China. Email: [email protected]

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