岩土力学 ›› 2025, Vol. 46 ›› Issue (9): 2749-2762.doi: 10.16285/j.rsm.2024.1367CSTR: 32223.14.j.rsm.2024.1367

• 基础理论与实验研究 • 上一篇    下一篇

岩溶区非均质岩组岩体力学参数快速估计方法研究

蔡玉娟1,蔡静森1,任少文1,刘锴1,陈劲1,李漪2   

  1. 1. 中国地质大学(武汉)工程学院,湖北 武汉 430074;2. 湖北省电力规划设计研究院有限公司,湖北 武汉 430040
  • 收稿日期:2024-11-04 接受日期:2025-01-10 出版日期:2025-09-10 发布日期:2025-09-04
  • 通讯作者: 蔡静森,男,1988年生,博士,副教授,主要从事重大工程区地质灾害风险评估与防控方面的研究。E-mail: jingsencai@cug.edu.cn
  • 作者简介:蔡玉娟,女,2001年生,硕士研究生,主要从事岩土体非均质性方面的研究。E-mail: cyj_sc@163.com
  • 基金资助:
    中国地质大学(武汉)教学实验室开放基金项目(No.SKJ2023002);国家自然科学基金青年项目(No.41807264);教育部重点实验室开放基金课题(No.2020KDZ01);岩土钻掘与防护教育部工程研究中心开放课题基金(No.202102);中国地质大学(武汉)杰出人才培育基金项目(No.CUG170686).

Rapid estimation method for mechanical parameters of heterogeneous rock formations in karst areas

CAI Yu-juan1, CAI Jing-sen1, REN Shao-wen1, LIU Kai1, CHEN Jing1, LI Yi2   

  1. 1. Faculty of Engineering, China University of Geosciences, Wuhan, Hubei 430074, China; 2. PowerChina Hubei Electric Engineering Co., Ltd., Wuhan, Hubei 430040, China
  • Received:2024-11-04 Accepted:2025-01-10 Online:2025-09-10 Published:2025-09-04
  • Supported by:
    This work was supported by the Teaching Laboratory Open Fund Project, China University of Geosciences (Wuhan) (SKJ2023002), the Youth Program of National Natural Science Foundation of China (41807264), the Open Fund Project of Key Laboratory of the Ministry of Education (2020KDZ01), the Open Project Fund of Geotechnical Drilling and Protection Engineering Research Center of the Ministry of Education (202102) and the Outstanding Talent Cultivation Fund Project, China University of Geosciences (Wuhan) (CUG170686).

摘要: 岩溶区天然的地形条件有利于抽蓄工程建设,但岩溶发育使得工程地质岩组具有非均质性,不利于工程稳定,合理地估计岩溶区此非均质岩组岩体力学特性参数十分关键。目前用于估计岩体力学参数的方法,未明确量化溶蚀作用,即溶蚀引起的岩体非均质特征(简称溶蚀特征)。通过分析溶蚀对岩体的作用,拟定溶蚀率、不均匀系数、变异程度描述岩体溶蚀特征;提出溶蚀岩体试样制作方法,制备具特定溶蚀特征的岩体试样进行单轴压缩试验。试验结果表明:岩体力学参数与溶蚀率呈负指数关系,不均匀系数、变异程度通过改变溶蚀影响系数来影响岩体力学参数,据此确定了岩体力学参数与溶蚀特征指标的关系表达式。随后,提出野外快速确定溶蚀特征指标的方法,结合Hoek-Brown准则和所确定的关系表达式,建立了岩溶区非均质岩组岩体力学参数快速估计方法。将该方法应用于湖北岩溶区某拟建抽蓄电站上水库场地,验证了岩体力学参数估计结果的有效性和所建立方法良好的工程适用性。

关键词: 非均质岩组, 岩体溶蚀特征, 单轴压缩试验, Hoek-Brown准则, 岩体力学参数, 快速估计

Abstract: The natural topography of karst regions is favorable for pumping and storage projects, however, karst development creates heterogeneous engineering geological rock groups, which can compromise project stability. Therefore, accurately estimating the mechanical characteristics of such heterogeneous rock masses in karst areas is crucial. Existing methods for estimating rock mass mechanical parameters fail to adequately quantify dissolution-induced heterogeneity, referred to here as dissolution characteristics. This study analyzes the impact of dissolution on rock masses and introduces the dissolution rate, inhomogeneity coefficient, and degree of variation to characterize these dissolution-induced features. A method for preparing karst rock samples is proposed, and rock samples with specific karstification characteristics are prepared for uniaxial compression tests. The findings reveal a negative exponential relationship between mechanical parameters and dissolution rate. Additionally, the inhomogeneity coefficient and degree of variation influence these parameters by modifying dissolution impact coefficient, establishing a relationship expression linking mechanical parameters to dissolution characteristics. A field method for quickly determining dissolution characteristic indices is developed. By integrating the Hoek-Brown criterion with the established relationship expression, a rapid estimation method for mechanical parameters of heterogeneous rock masses in karst areas was created. The method is applied to the upper reservoir site of a proposed pumped storage power station in Hubei Province’s karst region, demonstrating the validity of the estimated mechanical parameters and the strong engineering applicability of the developed method.

Key words: heterogeneous rock formation, rock mass dissolution characteristics, uniaxial compression test, Hoek-Brown criterion, rock mechanical parameters, rapid estimation

中图分类号: TU452
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