A Method to Assess the Feasibility of Injection Leaching on Heap Leach Slopes

A Method to Assess the Feasibility of Injection Leaching on Heap Leach Slopes

Authors: Mahfooz Alam1, Sudhir Tripathi1, Jordan Scheremeta1
Conference: MINEXCHANGE 2026 SME Annual Conference & Expo
Date: February 22-25, 2026

1 Knight Piésold and Co., Denver, Colorado, USA

ABSTRACT

Injection leaching can improve leach ore recovery by displacing retained solutions, enhancing ore wetting, and creating new flow paths for efficient solution collection. This paper presents a method to assess the feasibility of injection leaching in finer-grained, potentially contractive ores (from a geotechnical slope stability perspective) using limit-equilibrium (LE) slope stability analysis and static deformation modeling. LE models were carried out by assigning peak undrained strengths to the heap leach ore material, and modeling the excess pore pressure induced during the injection leaching process using spatial function in Slope/W. Static deformation modeling was completed using the software Fast Lagrangian Analysis of Continua (FLAC) to evaluate the potential for deformations due to the excess pore pressures induced during the injection leaching process. A constitutive model was used to represent the geomechanical behavior of the leached ore material, which enables the prediction of deformation and potential stability issues resulting from excess pore-pressure induced during injection leaching process. The two-pronged approach provides a practical method to assess geotechnical impacts and guide data-driven decisions in injection leaching operations.

 

Download the full paper.

Download

Recent Insights

January 2026
Knight Piésold: Expanding Engineering Solutions Amid Africa's Mining Evolution
November 2025
Case Study: Assessing Construction-Induced Deformations in Tailings Storage Facility Embankments
November 2025
Geotechnical Characterization of Cyclone Underflow Tailings under High Confining Pressures
October 2025
2025 CCE Awards Showcase: Salton Sea Species Conservation Habitat Project
September 2025
Klamath River Renewal Project - Dam Breach Analysis Used for Designing the Final Breach of the Iron Gate Dam
September 2025
Klamath River Renewal Project - Optimization of the Iron Gate Dam Historic Diversion Tunnel Using CFD Analysis to Support Reservoir Drawdown
September 2025
Klamath River Renewal Project - Design of Dam Modification for Reservoir Drawdown, River Diversion and Dam Removal of the Copco No. 1 Dam
September 2025
Drawdown Modelling of Four Reservoirs on the Klamath River to Support Hydroelectric Facility Decommissioning
September 2025
Klamath River Renewal Project
September 2025
Laying Groundwork for Future Mining: Infrastructure Support by Knight Piésold
September 2025
Lessons Learned in the Interpretation of SCPT on a Tailings Facility Using the CSSM Framework
September 2025
Challenges of Tailings Transport Pumping Systems in Negative Static Head Applications
September 2025
Hydraulic Evaluation of Tailings Transport Systems in Mountainous Terrain: Density Wave Analysis
September 2025
The Role of Rheology Tests in the Design and Operation of Long-Distance Slurry Transport Systems
August 2025
The Evolution of Structural Domains from Scoping Study to Operations for the Meadowbank Mine – Amaruq Site
August 2025
Safe Dams, Straight Talk: The Knight Piésold Difference
July 2025
Knight Piésold Zambia: Building a Future of Engineering Brilliance and Local Empowerment
July 2025
Water Engineering for Modern Mining: Bridging Mining with Sustainability
June 2025
The Essence of Material Compatibility in Advanced Barrier Systems of Existing TSFs