Technical Papers
Oct 4, 2021

Enzyme-Induced Carbonate Precipitation Combined with Polyvinyl Alcohol to Solidify Aeolian Sand

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 12

Abstract

Enzyme-induced carbonate precipitation (EICP) has emerged as a soil reinforcement technique in recent decades. To enhance the durability of EICP-solidified soil, a method of EICP combined with polyvinyl alcohol (PVA) is proposed to improve aeolian sand. A cementation solution for EICP+PVA was prepared in the PVA solution. Unconfined compression strength, wind erosion, water erosion, and penetration resistance tests were performed to investigate the effect of EICP with different concentrations of PVA (1%, 2%, 3%, 4%, and 5%) on aeolian sand solidification. The durability of aeolian sand solidified by EICP and 3% PVA was examined through freeze–thaw and dry–wet cycle tests. The results demonstrated that the material precipitated from EICP solution is calcite; and that the presence of PVA can improve significantly the unconfined compressive strength, wind erosion resistance, water erosion resistance, and surface strength of EICP-solidified aeolian sand; and that 3% PVA is enough for sand treatment in practical applications. Additionally, EICP+PVA–solidified aeolian sand had high durability to the freeze–thaw and dry–wet cycles. Scanning electron microscopy (SEM) images revealed films with a network structure in the solidified aeolian sand after adding PVA. Combined with the mercury intrusion capillary pressure test, these tests indicated that the improvement of the performance of EICP+PVA–solidified sand mainly was due to the fact that the PVA films enhanced cementation between soil particles and between soil particles and calcium carbonate, and because PVA film–wrapped calcium carbonate filled the large-size pores in the soil.

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Data Availability Statement

The data used in this work are available from the corresponding author upon reasonable request.

Acknowledgments

This study was funded by the National Natural Science Foundation of China (No. 51578147) and Science and Technology Department of Ningxia (No. 2020BFG02014).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 12December 2021

History

Received: Oct 27, 2020
Accepted: May 5, 2021
Published online: Oct 4, 2021
Published in print: Dec 1, 2021
Discussion open until: Mar 4, 2022

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Ph.D. Student, Transportation School, Southeast Univ., Nanjing, Jiangsu 211189, China. Email: [email protected]
Professor, Transportation School, Southeast Univ., Nanjing, Jiangsu 211189, China (corresponding author). ORCID: https://orcid.org/0000-0002-2151-2713. Email: [email protected]
Xiaohao Sun, Ph.D. [email protected]
Postdoctoral Researcher, Transportation School, Southeast Univ., Nanjing, Jiangsu 211189, China. Email: [email protected]
Hengxing Wang [email protected]
Ph.D. Student, Transportation School, Southeast Univ., Nanjing, Jiangsu 211189, China. Email: [email protected]

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