Analysis of the impact of vertical deep hole blasting at the bottom of the hole on the lower ore body based on LS-dyna numerical simulation
Authors:
Open Access
- 27 January 2026
- journal article
- research article
- Published by Springer Nature in Scientific Reports
- Vol. 16 (1)
Abstract
With the depletion of shallow resources, the transition from open-pit to underground mining has become an inevitable trend in the mining industry. Although the vertical longhole stage fill mining method is efficient and safe, its second-step stoping blasting is prone to damaging the underlying strategic rare orebody. To quantify the protective effect of the protective layer, this study established a three-dimensional fluid–structure interaction (FSI) numerical model for explosives-rock-backfill interactions using the ANSYS/LS-DYNA platform, based on the case of a large polymetallic mine. Systematic simulations were performed for six protective layer thicknesses ranging from 0.5 to 3.0 m, analyzing the cross-media propagation and attenuation characteristics of blasting stress waves and their dynamic damage mechanism to the underlying orebody.The results indicate that the protective layer thickness is a core parameter controlling damage, showing a significant negative correlation with the peak stress and displacement of the orebody. When the thickness is less than 1.5 m, the orebody response exceeds its damage threshold, leading to irreversible failure. When the thickness is ≥ 1.5 m, the peak stress can be reduced below the orebody’s ultimate compressive strength (74.871 MPa), and the displacement response is confined within the slight influence range (0.1–0.3 mm), achieving effective protection. The study innovatively applied the "Post Line Contour Mode" post-processing technique in LS-PrePost to achieve precise quantification of stress gradients and accurate localization of damage boundaries, validating the critical protective thickness of 1.5 m. This research clarifies the buffering mechanism and protection standards of the protective layer, providing a theoretical basis and design reference for safe and efficient coordinated mining of mineral resources under similar conditions.Keywords
Funding Information
- the Deep Earth Probe and Mineral Resources Exploration - National Science and Technology Major Project (No. 2024ZD1003702)
This publication has 14 references indexed in Scilit:
- Numerical simulation of impact response for pantograph slide plateScientific Reports, 2024
- Stability analyses of non-homogeneous unsaturated slopes subjected to continuous rainwater infiltrationBulletin of Engineering Geology and the Environment, 2024
- Study on the influence of rainfall infiltration on the stability of dump slopeDesalination and Water Treatment, 2024
- Application and comparative analysis of Intelligent Monitoring Technology for Grouted Pile Construction based on abaqusScientific Reports, 2024
- A new elasto-visco-plastic damage model and numerical simulation method used for time-dependent behavior prediction of deep tunnelComputers and Geotechnics, 2024
- Slope stability analysis of saturated–unsaturated based on the GEO-studio: a case study of Xinchang slope in Lanping County, Yunnan Province, ChinaEnvironmental Earth Sciences, 2023
- Structural finite element model updating considering soil-structure interaction using ls-dyna in loopScientific Reports, 2023
- Ecological restoration in mining areas in the context of the Belt and Road initiative: Capability and challengesEnvironmental Impact Assessment Review, 2022
- Numerical study on movement of dynamic strata in combined open-pit and underground mining based on similar material simulation experimentArabian Journal of Geosciences, 2020
- Opportunities and Challenges in Deep Mining: A Brief ReviewEngineering, 2017