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冲击载荷下垮落带裂隙岩体碎胀与储水特征

方杰 张冰 吴宝杨 王汉鹏 窦柳洋 王路军 王鹏

矿业科学学报2026,Vol.11Issue(2):392-402,11.
矿业科学学报2026,Vol.11Issue(2):392-402,11.DOI:10.19606/j.cnki.jmst.2026004

冲击载荷下垮落带裂隙岩体碎胀与储水特征

Fragmentation expansion and water storage characteristics of fractured rock in caving zones under impact loading

方杰 1张冰 2吴宝杨 1王汉鹏 2窦柳洋 2王路军 1王鹏2

作者信息

  • 1. 煤炭开采水资源保护与利用全国重点实验室,北京 102211||国家能源投资集团有限责任公司,北京 100011
  • 2. 山东大学隧道工程灾变防控与智能建养全国重点实验室,山东 济南 250061||山东大学岩土与地下工程研究院,山东 济南 250061
  • 折叠

摘要

Abstract

This study investigates the fragmentation expansion and water storage characteristics of col-lapsed rock in overlying strata during its formation.Pre-static loaded fractured samples of four typical roof rock types-coarse sandstone,fine sandstone,sandy mudstone,and mudstone-were tested for their water storage coefficients under 10-30 J of impact energy.Specifically,we analyzed their fragmentation expansion and water storage structures,along with their fractal dimensions.Results show that rock sam-ples exhibited further expansion of their water storage spaces under the impact,forming a"skeleton-network"composite structure.Their fractal dimension ranged between 1.59-2.16,and their average block size between 30.19-35.19 mm.Under identical impact energy,the degree of fragmentation ex-pansion and water storage coefficient decreased sequentially from mudstone,coarse sandstone,fine sandstone to sandy mudstone due to differences in their impact resistance.With rising impact energy,these four rock types showed significant increase in their fragmentation expansion and water storage co-efficients after impact,It demonstrated a"gentle growth,rapid rise,gentle growth"pattern,as was described by a logistic model.There is a strong correlation between the water storage coefficient,fractal dimension,and average block size of rock samples under different impact disturbances,indicating that water storage coefficient is governed by the synergistic effect of fractal dimension and average block size.This study thus constructed a formula for predicting water storage coefficient based on fractal di-mension and average block size,which offers new insights for predicting water storage space of under-ground reservoirs.

关键词

地下水库/裂隙岩体/冲击扰动/碎胀特性/储水系数

Key words

underground reservoir/fractured rock/impact disturbance/fragmentation expansion char-acteristics/water storage coefficient

分类

矿业与冶金

引用本文复制引用

方杰,张冰,吴宝杨,王汉鹏,窦柳洋,王路军,王鹏..冲击载荷下垮落带裂隙岩体碎胀与储水特征[J].矿业科学学报,2026,11(2):392-402,11.

基金项目

国家科技重大专项(2024ZD1700100) (2024ZD1700100)

国家自然科学基金(52204096) (52204096)

煤炭开采水资源保护与利用全国重点实验室开放基金(WPUKFJJ2019-07) (WPUKFJJ2019-07)

山东省自然科学基金(ZR2022QE031) (ZR2022QE031)

矿业科学学报

2096-2193

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