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Modification of dispersive soil using xanthan gum and water glass: dispersivity, mechanical properties and mechanisms

  • 01-01-2026
  • Original Paper
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Abstract

This study delves into the modification of dispersive soil using xanthan gum (XG) and water glass (WG), focusing on dispersivity, mechanical properties, and the underlying mechanisms. The research employs a range of tests, including pinhole, cube sample crumb (CSC), remoulded sphere sample crumb (RSSC), direct shear strength (DSS), unconfined compressive strength (UCS), and Brazilian tensile strength (BTS) tests, to evaluate the effectiveness of the modification. The study also explores the chemical properties through pH tests and analyzes the mineral composition and microstructure using laser particle size analysis, scanning electron microscopy (SEM), energy-dispersive X-ray spectroscopy (EDS), and X-ray diffraction (XRD). The findings reveal that WG alone is insufficient to stabilize dispersive soil, but the addition of XG significantly improves soil stability and mechanical properties. The study concludes that a combination of 3% XG and 5% WG offers an optimal balance between performance and economic efficiency, making it suitable for various engineering applications. The research provides valuable insights into the modification mechanisms and the long-term performance of dispersive soil treated with XG and WG.

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Title
Modification of dispersive soil using xanthan gum and water glass: dispersivity, mechanical properties and mechanisms
Authors
Fengzu Peng
Gaowen Zhao
Yuchuan Fang
Zhibao Nie
Cheng Wang
Shijun Ding
Publication date
01-01-2026
Publisher
Springer Berlin Heidelberg
Published in
Bulletin of Engineering Geology and the Environment / Issue 1/2026
Print ISSN: 1435-9529
Electronic ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-025-04658-5
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