Your new experience awaits. Try the new design now and help us make it even better

ORIGINAL RESEARCH article

Front. Earth Sci.

Sec. Geohazards and Georisks

Volume 13 - 2025 | doi: 10.3389/feart.2025.1645740

This article is part of the Research TopicNatural Disaster Prediction Based on Experimental and Numerical MethodsView all 22 articles

Influence of blast hole shape and in-situ stress on blast damage evolution in granite by numerical simulation

Provisionally accepted
Cunquan  WuCunquan WuBin  LiBin Li*Fasheng  LuoFasheng LuoDan  LiuDan LiuGaoyu  LinGaoyu LinBo  HuBo HuXuefu  ZhangXuefu Zhang
  • Chongqing Jiaotong University, Chongqing, China

The final, formatted version of the article will be published soon.

With the increasing development of deep underground engineering projects, under in-situ stress constraints, tunnel blasting excavation faces significant challenges in crack control. This study aimed to explore crack propagation patterns in rock blasting under varying in-situ stress conditions. Numerical models for single-hole and V-shaped slot blasting were developed using the ANSYS/LS-DYNA finite element platform, incorporating fluid-solid coupling. Six experimental groups with insitu stress levels ranging from 0 to 10 MPa were analyzed to evaluate the effects on crushing zones, crack propagation, and overbreak/underbreak phenomena. Results showed that higher in-situ stress inhibits radial crack propagation, with cracks penetrating the surface at stress levels below 4 MPa. Increasing stress leads to reduced damage radius and volume, while V-shaped slots effectively alter stress fields and minimize overbreak. Under low stress, over-break is driven by circumferential cracks, whereas under higher stress, underbreak occurs and deepens. This research provides insights into optimizing blasting techniques to enhance rock fragmentation quality and minimize environmental impacts.

Keywords: Smooth blasting, Blast hole, in-situ stress, Crack propagation, Overbreak and underbreak

Received: 12 Jun 2025; Accepted: 17 Jul 2025.

Copyright: © 2025 Wu, Li, Luo, Liu, Lin, Hu and Zhang. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

* Correspondence: Bin Li, Chongqing Jiaotong University, Chongqing, China

Disclaimer: All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.