Feng Yang , Zhi-Wei Huang , Zhi-Ying Dai , San-Feng Liu , Lian-Heng Zhao
{"title":"Stability analysis of multi-stage blasting rock slopes based on the Hoek-Brown criterion considering cumulative disturbance","authors":"Feng Yang , Zhi-Wei Huang , Zhi-Ying Dai , San-Feng Liu , Lian-Heng Zhao","doi":"10.1016/j.enggeo.2025.108077","DOIUrl":null,"url":null,"abstract":"<div><div>With the extension of service life of rocky slopes such as hydropower stations and mines, their surrounding slopes need to be reconstructed. In this study, a new range of blasting damage determination is proposed and the cumulative damage of multistage blasting is quantified by the excavation disturbance factor <em>D</em>. Taking Baihetan Hydropower Station as an example, the results show that: In one-stage blasting, the rock material parameters have the largest deterioration ratio at the excavation contour line. In multi-stage blasting, the deterioration ratio of rock material parameters reaches the maximum in the cumulative damage zone, especially at the slope top of each stage of excavation. The geological strength index <em>GSI</em> has a significant role in resisting slope blasting and improving the slope safety coefficient. Under the influence of cumulative damage of multi-stage blasting, the landslide surface of the slope is easy to be formed in the cumulative damage area, and local landslides occur. This study provides valuable insights into the construction of multi-stage blasting for excavating high and steep slopes.</div></div>","PeriodicalId":11567,"journal":{"name":"Engineering Geology","volume":"352 ","pages":"Article 108077"},"PeriodicalIF":6.9000,"publicationDate":"2025-04-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Geology","FirstCategoryId":"89","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0013795225001735","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
With the extension of service life of rocky slopes such as hydropower stations and mines, their surrounding slopes need to be reconstructed. In this study, a new range of blasting damage determination is proposed and the cumulative damage of multistage blasting is quantified by the excavation disturbance factor D. Taking Baihetan Hydropower Station as an example, the results show that: In one-stage blasting, the rock material parameters have the largest deterioration ratio at the excavation contour line. In multi-stage blasting, the deterioration ratio of rock material parameters reaches the maximum in the cumulative damage zone, especially at the slope top of each stage of excavation. The geological strength index GSI has a significant role in resisting slope blasting and improving the slope safety coefficient. Under the influence of cumulative damage of multi-stage blasting, the landslide surface of the slope is easy to be formed in the cumulative damage area, and local landslides occur. This study provides valuable insights into the construction of multi-stage blasting for excavating high and steep slopes.
期刊介绍:
Engineering Geology, an international interdisciplinary journal, serves as a bridge between earth sciences and engineering, focusing on geological and geotechnical engineering. It welcomes studies with relevance to engineering, environmental concerns, and safety, catering to engineering geologists with backgrounds in geology or civil/mining engineering. Topics include applied geomorphology, structural geology, geophysics, geochemistry, environmental geology, hydrogeology, land use planning, natural hazards, remote sensing, soil and rock mechanics, and applied geotechnical engineering. The journal provides a platform for research at the intersection of geology and engineering disciplines.