FerrumFortis
Slag Synergy & Sustainable Soil Shields Strengthen Slope Stability Science
Tuesday, June 10, 2025
Synopsis: - Researchers from Nazarbayev University and Parahyangan Catholic University have explored the innovative use of recycled concrete and steel slag in a GeoBarrier System to mitigate rainfall-induced slope failures, offering a sustainable solution to geotechnical design challenges amid climate change.
GeoBarrier Genesis Garners Global Geotechnical Gratitude
In a pioneering study addressing climate-induced geohazards, researchers have provisionally validated a slope stabilization technique using recycled concrete & steel slag in a GeoBarrier System. Led by Rezat Abishev and Alfrendo Satyanaga at Nazarbayev University, the research investigates how these industrial by-products can fortify slope integrity under intense rainfall, offering a sustainable alternative in civil engineering.
The findings, provisionally accepted for publication, may soon contribute to international standards in climate-resilient geotechnical infrastructure.
Recycled Resources Reinvent Rainfall Resilience
The study focuses on the reuse of two commonly discarded materials, steel slag, a by-product of steel production, and recycled concrete debris. Both are coarse-grained, yet their structural & hydraulic properties vary significantly. Through rigorous lab testing, researchers examined their permeability, soil-water characteristic curves, and unsaturated shear strength.
Notably, the use of steel slag as a coarse-grained internal drainage layer and recycled concrete as a fine-grained filtration layer proved promising in resisting pore pressure build-up during heavy precipitation.
Permeability Parameters & Porosity Profiles Prevail
Extensive experimental investigations were conducted to characterize the index properties of the materials. Permeability tests revealed that steel slag retained high drainage capacity while maintaining stability under saturation. Its robust particle structure prevented water breakthrough, making it suitable for the GBS’s inner layer.
Recycled concrete exhibited moderate permeability, functioning effectively as a buffer between topsoil and slag. Together, they form a multilayer barrier capable of diffusing infiltrated water and maintaining mechanical cohesion.
Finite Forecasting & Factor of Safety Findings
Using finite element transient seepage analysis, the research simulated how water infiltrates sloped terrain during rainfall. The simulations assessed pore-water pressure distributions over time, revealing that steel slag successfully mitigated hydraulic conductivity under saturated conditions.
Moreover, limit equilibrium slope stability analysis indicated that the GeoBarrier System increased the Factor of Safety for a 10-meter-high slope with a 70° incline. This means the slope remained structurally sound even under worst-case meteorological scenarios, with no risk of collapse.
Hydraulic Hurdles Handled by Hybridized Horizons
The steel slag-recycled concrete configuration created an effective internal drainage layer. This prevented saturation of the upper soil layers, critical for maintaining slope integrity. Researchers noted a marked delay in peak pore pressure buildup, reducing the risk of rapid slope failure.
Such delay mechanisms are particularly crucial in regions experiencing erratic rainfall patterns due to climate change. The GBS design intercepts rainwater early, redistributes it laterally & downward, and prevents pressure concentrations.
Sustainable Solutions Supersede Synthetic Substitutes
The use of recycled industrial waste not only enhances geotechnical performance but also supports environmental stewardship. Steel slag and demolished concrete are abundantly available yet underutilized in civil engineering. This research underlines their practicability in infrastructure projects, potentially reducing reliance on virgin construction materials.
The eco-friendly nature of the system also aligns with global sustainability goals, offering cost-effective & resource-efficient alternatives for countries facing budgetary or material constraints.
Institutional Ingenuity Inspires Interdisciplinary Innovation
The collaborative nature of the project, spanning Kazakhstan’s Nazarbayev University, Indonesia’s Parahyangan Catholic University, and the Environment & Resource Efficiency Cluster, exemplifies cross-border academic synergy. The work was led by Abishev, Satyanaga, Mert Guney, Aswin Lim, and Jong Kim, whose multidisciplinary approach fused civil engineering, environmental science & materials engineering.
Their holistic methodology sets a precedent for future research where engineering innovation meets climate resilience.
Provisional Publication Promises Practical Progress
Although the study is currently provisionally accepted, its practical implications are immediate. The results encourage civil engineers to rethink conventional slope stabilization methods & embrace the potential of recycled geo-materials.
Once finalized, the peer-reviewed version is expected to influence guidelines for urban planners, infrastructure developers & environmental policy-makers focused on climate-adaptive design.
Key Takeaways
Steel slag and recycled concrete successfully improved slope stability using a multilayer GeoBarrier System.
The system significantly increased the Factor of Safety for steep slopes under heavy rainfall conditions.
This sustainable engineering method promotes reuse of industrial waste, aligning with climate adaptation strategies.
