›› 2018, Vol. 39 ›› Issue (11): 3937-3948.doi: 10.16285/j.rsm.2017.0356

• 基础理论与实验研究 • 上一篇    下一篇

花岗岩断裂带原状裂隙岩水力特性试验研究

郭 亮1, 2, 3,胡卸文2,李晓昭4,巫锡勇2,吴礼舟3,李 煜4,罗 刚2,马洪生5   

  1. 1. 西南石油大学 地球科学与技术学院,四川 成都 610500;2. 西南交通大学 地球科学与环境工程学院,四川 成都 610031; 3. 成都理工大学 地质灾害防治与地质环境保护国家重点实验室,四川 成都 610059; 4. 南京大学 地球科学与工程学院,江苏 南京 210093;5. 四川省交通运输厅 公路规划勘察设计研究院,四川 成都 610041
  • 收稿日期:2017-02-27 出版日期:2018-11-10 发布日期:2018-11-15
  • 作者简介:郭亮,男,1982年生,博士,博士后,主要从事岩体结构与渗流方面的研究工作。
  • 基金资助:

    国家自然科学基金项目(No.41602290);地质灾害防治与地质环境保护国家重点实验室(成都理工大学)开放基金资助项目 (No. SKLGP2017K012);中国博士后科学基金资助项目;国家重点基础研究发展计划(973计划)项目(No. 2013CB036001);四川交通建设科技项目(No. 2015A1-3)。

Experimental study of hydraulic characteristics of undisturbed fractured rock in granite fault zone

GUO Liang1, 2, 3, HU Xie-wen2, LI Xiao-zhao4, WU Xi-yong2, WU Li-zhou3, LI Yu4, LUO Gang2, MA Hong-sheng5   

  1. 1. School of Geoscience and Technology, Southwest Petroleum University, Chengdu, Sichuan 610500, China; 2. Faculty of Geosciences and Environmental Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China; 3. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu, Sichuan 610059, China; 4. School of Earth Sciences and Engineering, Nanjing University, Nanjing, Jiangsu 210093, China; 5. Highway Planning, Survey, Design and Research Institute, Sichuan Provincial Transport Department, Chengdu, Sichuan 610041, China
  • Received:2017-02-27 Online:2018-11-10 Published:2018-11-15
  • Supported by:

    This work was supported by National Natural Science Foundation of China (41602290), the Open Fund of State Key Laboratory of Geohazard Prevention and Geoenviroment Protection (Chengdu University of Technology) (SKLGP2017K012), the Project Funded by China Postdoctoral Science Foundation, the National Program on Key Basic Research Project of China (973 Program) (2013CB036001) and Sichuan Traffic Construction Science and Technology Project (2015A1-3).

摘要: 渗透系数作为含水介质渗流测评关键指标,其变异性造成裂隙岩体地下水流动及溶质运移不确定性,影响硬岩处置库高放废物迁移、扩散等关键问题评估。针对我国高放废物处置库甘肃北山预选区旧井块段花岗岩体,以中尺度控水断裂构造为研究对象,采用非标试件渗透装置捕捉原状裂隙岩显式渗流外参分析导水性差异;染色剖分裂隙岩提取隐式过流内参重构过流网络以识别优势渗径。研究结果表明:十月井断裂损伤带内存3组裂隙,其中Ⅰ组裂隙占优的原状岩渗透系数普遍高于10?4 cm/s量级,导水能力最强;Ⅱ组裂隙占优的原状岩渗透系数介于10?5~10?4 cm/s量级,导水能力居中;Ⅲ组裂隙占优的原状岩渗透系数普遍低于10?5 cm/s量级且多介于10?6~10?7 cm/s之间,导水能力最弱。P-Q曲线显示此类大尺寸不规则裂隙岩水流状态多表现层流型、充填型及冲蚀型特征,其中岩样4、6、10~12呈层流型特征;岩样2、7呈充填型特征;岩样1、5、8、9、13、14则呈冲蚀型特征,冲蚀、充填、层流型曲线特征岩样其导水性能逐步递增。

关键词: 甘肃北山, 断裂损伤带, 原状裂隙岩, 流动测试, 水力特性

Abstract: Hydraulic conductivity is one of the critical parameters for evaluating flow properties of water-bearing media. The variation of this parameter generally leads to uncertainties of ground water flow and solute transport in fractured rock masses, and furthermore influences justification of important issues involving migration and diffusion of high-level radioactive wastes (HLW) in hard-rock repository. In this paper, we mainly focus on the permeability of meso-scale fault zones in granitic rock mass, which belongs to Jiujing, one of the pre-selected areas for Chinese HLW repository in Gansu Beishan. We carry out fluid flow tests on the undisturbed fractured samples collected from one of these fault zones via non-standard test apparatus and obtain the variability of hydraulic conductivity. We then realize the identification of dominant flow paths by slicing the samples and extracting internal flow parameters using staining solution. The results illustrate that three sets of fractures can be identified within the fault zone (Shiyuejing fault). Hydraulic conductivities of the fractured samples with more set I fractures are mainly over 10?4 cm/s, while those of samples with more set II or III fractures are respectively in the range of 10?5-10?4 cm/s and lower than 10?5 cm/s, mostly 10?6-10?7 cm/s. Permeability of the three kinds of samples thus decreases successively. Three types of flow states, namely the laminar flow type (samples 4, 6, 10-12), the infilled type (samples 2, 7), and the erosive type (samples 1, 5, 8, 9, 13, 14), are indicated by the corresponding characteristics of P-Q (pressure-flux) curves. Permeability of these three types also successively drops.

Key words: Beishan of Gansu province, fault damage zone, undisturbed fractured rock, fluid flow test, hydraulic characteristics

中图分类号: 

  • TU 452

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