Geomechanics and Engineering A
Volume 43, Number 4, 2025, pages 315-327
DOI: 10.12989/gae.2025.43.4.315
Response of soft clay improved with electrokinetic-assisted encased stone column
B.K. Pandey and S. Rajesh
Abstract
The improvement of marginal sites requires both technically appropriate and sustainable ground modification
techniques to mitigate the geotechnical issues associated with the site encountered. This study evaluated the response of soft clay
improved with an electrokinetic-assisted encased stone column. In this study, the stone columns were encased with conductive
natural geotextile to incorporate electrokinetic coupling, enhancing the clayey soil performance. The prepared electrokineticassisted
encased stone column acts as a cathode during the coupling process, and mild steel bars were used as an anode material.
The electrokinetic process was initiated by applying a voltage gradient across electrodes (i.e., anode and cathode). The research
highlights the impact of combining electrokinetics with an encased stone column (ESC) on the strength, deformation, and
physicochemical and structural response of clayey soil. During the experiment, the discharge of pore water, vertical deformation,
and current were continuously monitored to evaluate the method's effectiveness. At the culmination of the test, the reduction in
soil moisture, improvement in undrained shear strength, anode deterioration, and changes in the soil's physicochemical,
mineralogical, and structural properties were assessed. The results indicate that coupling electrokinetics with an ESC
significantly accelerates pore water removal efficiency, and approximately 14% higher settlement was observed for the 0.15
V/mm compared to the ESC case. The time to remove 95% of the total pore water was reduced by approximately 87% with a
voltage gradient of 0.15 V/mm compared to the ESC. The undrained shear strength increases with an increase in applied voltage
gradient and with depth. As compared to the ESC case, the undrained shear strength increases by 1.23, 1.43, 1.58, and 1.80 times
for applied voltage gradients of 0.025, 0.05, 0.10, and 0.15 V/mm. This study also shows significant changes in moisture
content, physicochemical properties, mineralogy, and soil structure.
Key Words
clay; electrokinetics; encased stone column; natural geotextile; strength; voltage gradient
Address
B.K. Pandey: Department of Civil Engineering, Guru Ghasidas Vishwavidyalaya, Koni, Bilaspur 495009, Chhattisgarh, India
S. Rajesh: Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur 208016, Uttar Pradesh, India