journal article·2023-08-10Open access

Study on Strengthening and Waterproofing Mechanism of Calcium Lignosulfonate in Silty Soil Sites

Xin Du, Qian Wu, Qingwen Ma, Yang Tian, Jian Zhang

Coatings· Volume 13· Issue 8

Abstract

Silty sites are affected by natural and human factors, have a low soil strength and strong water sensitivity, and are prone to cracks, soil peeling, and other failures that urgently need to be repaired. Calcium lignosulfonate (CLS) from paper plant waste fluids is a natural bio-based polymer. In this paper, against the background of the reinforcement and protection project of the Qingtai Site in Xingyang, Henan Province, silty soil was modified by adding CLS, and the material ratio with the best restoration effect was determined by carrying out a series of mechanical and waterproof tests. The mechanism of action of the modified materials was analyzed through microscopic tests such as SEM and XRD. The test results showed that a 1.0% mass fraction of CLS in the silty soil was the optimal ratio of the modified material. The mechanical properties of the modified soil first increase and then decrease with the increase of CLS content, and the waterproof properties increase with the increase of CLS content. The lignosulfonate polymer generated by the displacement reaction between CLS and the soil particles was cemented with the soil particles, meaning that the mechanical and waterproof properties of the modified soil were improved. And the content of the main elements and the mineral composition in the modified soil did not change. The research results provide a reference for the restoration and protection of silty sites.
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Research context

OpenAlex topics: Lignin and Wood Chemistry · Microbial Applications in Construction Materials · Geotechnical Engineering and Soil Stabilization

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Zhengzhou City Cultural Relic Institute, Zhengzhou 450001, China

School of Water Conservancy and Transportation, Zhengzhou University, Zhengzhou 450001, China

Funding

national key research and development program of China “Major Natural Disaster Prevention and Control and Public Safety Key Special Project” in 2022 · horizontal project of Zhengzhou City Cultural Relic Institute in 2021 · key scientific and technological research project in Henan Province in 2022

References (25)

Show source-provided references
1. Exploration on Conservation Planning of Nanzuo Site in Qingyang, Gansu Province
2. Li, X. (2022). Experimental Study on Composite Improvement of Silt Site by Waterproofing Agent and Lignin Fiber in Silicone. [Master’s Thesis, Zhengzhou University].
3. Lu, G. (2020). Experimental Study on Strength Characteristics and Micro-Mechanism of Lime-Metakaolin Modified Silty Sand. [Master’s Thesis, Zhongyuan University of Technology].
4. Stabilization Mechanisms of Nontraditional Additives10.3141/1989-49 ↗
5. Effect of Alkali Concentration on Swelling Characteristics of Transformed Kaolinitic Clays10.1007/s42860-020-00081-x ↗
6. Incorporation of Bamboo Particles and “Synthetic Termite Saliva” in Adobes10.1016/j.conbuildmat.2015.06.009 ↗
7. Comparative study of TEOS-consolidants for adobe building conservation10.1007/s10971-020-05461-2 ↗
8. Experimental Study on Basic Physical and Mechanical Properties and Microstructure of Modified Glutinous Rice Mortar
9. Study on the Properties of Soil Samples from Glutinous Rice Juice Modified Soil Sites
10. Research Progress and Engineering Application of Repair Materials for Earthen Sites
11. Lignin structure and its engineering10.1016/j.copbio.2019.02.019 ↗
12. Utilization of lignin: A sustainable and eco-friendly approach10.1016/j.joei.2019.03.005 ↗
13. Stabilization of Clayey Soil Using Lignosulfonate10.1016/j.trgeo.2017.08.004 ↗
14. Performance of Calcium Lignosulfonate as a Stabiliser of Highly Expansive Clay10.1016/j.trgeo.2020.100469 ↗
15. Stabilization Mechanism of Calcium Lignosulphonate Used in Expansion Sensitive Soil10.1007/s11595-020-2329-y ↗
16. Cai, Y., and Ou, M. (2023). Experimental Study on Expansive Soil Improved by Lignin and Its Derivatives. Sustainability, 15.10.20944/preprints202304.0913.v1 ↗
17. Study on Mechanical Properties of Loess Improved by Calcium Lignosulfonate under Freeze-thaw Cycle
18. Bai, Z., Li, D., and Zhao, D. (2023). Experimental Research on Collapsibility of Xi’an Loess Improved by Calcium Lignosulfonate. Coatings, 13.10.3390/coatings13010157 ↗
19. Study on Technology and Application of Improving Silt Subgrade by Solidification of Industrial Waste Lignin
20. Zhang, T. (2015). Study on Solidification Improvement Technology and Engineering Application of Silt Based on Industrial By-Product Lignin. [Ph.D. Thesis, Southeast University]. Available online: https://kns.cnki.net/KCMS/detail/detail.aspx?dbname=CDFDLAST2017&filename=1016246776.nh.
21. Improvement of Mechanical Properties of Carbonate Waterlogged Soil in Cold Region by Using Calcium Lignosulfonate-Fly Ash
22. Li, Y., Zhang, Y., and Ceylan, H. (2019, January 21–24). Laboratory Evaluation of Silty Soils Stabilized with Lignosulfonate. Proceedings of the Airfield and Highway Pavements, Chicago, IL, USA. Available online: https://ascelibrary.org/doi/10.1061/9780784482469.053.10.1061/9780784482469.053 ↗
23. Evaluation and analysis of the effect of lignin amelioration on loess collapsibility10.32604/jrm.2022.021120 ↗
24. (2010). Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils (Standard No. ASTM D4318-10).
25. (2012). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (Standard No. ASTM D698).