Rock and Soil Mechanics ›› 2020, Vol. 41 ›› Issue (12): 4127-4136.doi: 10.16285/j.rsm.2019.1482

• Testing Technology • Previous Articles     Next Articles

Feasibility and experimental study of visualized seepage device of rock fracture

LIU Jie1, LI Zhao1, YANG Yu-nan1, ZHANG Zi-rui1, TANG Hong-yu1, GAO Jin1, SHEN Jian2   

  1. 1. Hubei Geological Disaster Prevention Engineering Technology Research Center, China Three Gorges University, Hubei, Yichang 443002, China; 2. Huadian Tibetan Energy Co., Ltd., Lhasa, Tibet 850000, China
  • Received:2019-08-27 Revised:2020-01-12 Online:2020-12-11 Published:2021-01-18
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51439003, 51579138), the National Key Technology Research and Development Program of the Ministry of Science and Technology of China(2015BAB07B08), the Open Fund of State Key Laboratory of Geological Disaster Prevention, Geological Environment Protection of Chengdu University of Science and Technology(SKLGP2016K023), the Outstanding Young Talents Program of Hubei Natural Science Foundation(2018CFA065), the Top Talent Program of China Three Gorges University(KJ2014H012) .

Abstract: This study presents a self-developed device that can visually reflect the seepage characteristics of single fracture in rock. Taking the deformation modulus of simulated rock as the main technical index, the additive content of K39 transparent rock material is obtained: accelerator 0.8%, hardening agent 0.6%, defogging agent 0.6%. The roughness of the fracture surface of the original rock is obtained by the accurate re-engraving technique of the second mould turning, which provides technical supports for the study of microscopic seepage flow of fracture. Through the simulation test of the visualization device and the original rock device, the difference coefficient between them is yielded. Furthermore, the modified formula of the seepage flow in original rock is derived. The relevant parameters reflecting rock properties, such as the seepage flow rate and the seepage area, are obtained. The inherent mechanism of the influence of K39 transparent rock material on seepage flow is also clarified. Compared with the seepage test using ELE instrument as research platform, the relative variation coefficient of the difference between the two seepage devices is obtained, which suggests that the visualized seepage device developed in this study is capable in studying the seepage flow in rock fractures. The new device is applied to carry out space multi-angle experiments. Under the influence of multiple factors such as coupling roughness, osmotic pressure, confining pressure, space multi-angle and water self-weight effect, the digital self-identification technology of seepage area provides a foundation for accurately access the relevant parameters of rock seepage characteristics.

Key words: visual seepage device, K39 transparent rock material, accurate reproduction technique of double turn die, digital self-identification technology

CLC Number: 

  • TU411.4
[1] ZHAO Hong-fen, ZHOU Zhi-xin, . Experimental study of hydraulic conductivity reduction induced by Al-OM flocs-clogging [J]. Rock and Soil Mechanics, 2020, 41(12): 3947-3956.
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