| Issue |
E3S Web Conf.
Volume 730, 2026
International Conference on Advances and Innovations in Soft Soil Engineering (Soft Soils 2026)
|
|
|---|---|---|
| Article Number | 04007 | |
| Number of page(s) | 8 | |
| Section | Ground Improvement and Low-Carbon Solutions | |
| DOI | https://doi.org/10.1051/e3sconf/202673004007 | |
| Published online | 03 August 2026 | |
Sustainable deep soil mixing using GGBS–dolomite based geopolymer for soft ground improvement
Department of Civil Engineering, Indian Institute of Technology, BHU, Varanasi, India.
* Corresponding author: This email address is being protected from spambots. You need JavaScript enabled to view it.
Abstract
The deep soil mixing (DSM) technique has been extensively adopted worldwide for soft ground improvement due to its effectiveness in reducing settlement, enhancing the stability of embankments over soft soils, and improving earthquake resilience. However, the conventional use of ordinary Portland cement (OPC) as a binder contributes substantially to carbon emissions. To address this environmental concern, this study investigates the potential of a sustainable industrial waste-based geopolymer binder composed of ground granulated blast furnace slag (GGBS) and dolomite, activated with sodium hydroxide (NaOH) and liquid sodium silicate (Na2SiO3), as a replacement for OPC in DSM columns, by conducting unconfined compressive strength analyses. Moreover, a series of laboratory model tests was conducted on embankments supported by groups of end-bearing geopolymer-stabilized soil columns (GPSCs) installed in very soft clay to simulate traffic loading. The test results were further validated through finite element analyses using PLAXIS 3D. The optimum mix, corresponding to a NaOH concentration of 8 M, NaOH: Na₂SiO₃ ratio of 25:75, liquid-to-precursor ratio of 1, and GGBS-to-dolomite (S:D) ratio of 16:4 (precursor/kaolin clay = 20%), achieved an unconfined compressive strength (UCS) of 1.47 MPa. The geopolymer-treated soft soil with an S:D ratio of 16:4 exhibited 26.30%, 32.59%, and 38.35% higher strength than the OPC20 specimens at 7, 14, and 28 days of curing, respectively. It was also found that the incorporation of end-bearing GPSCs in soft soil beds improved the stiffness and ultimate bearing capacity of the composite soft ground by 246.92% to 418.8% for area replacement ratios of 12.7%, 17%, and 21.2%. The finite element outcomes showed trends similar to the laboratory observations, validating the effectiveness of geopolymer-based DSM columns as a sustainable and high-performance solution for soft soil improvement.
© The Authors, published by EDP Sciences, 2026
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.

