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Open Access

Mechanical Experimental Study of Rough Fractured Rock Mass Based on Layered Pouring

Houbin Liu, Jinfu Lei( ), Bobin Yang, Shuai Wang, Shuang Wang
State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation, Southwest Petroleum University, Chengdu 610500, P. R. China
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Abstract

To accurately study the fracture damage evolution law of deep shale, natural fracture surfaces of deep shale are obtained based on three-dimensional scanning. Using 3D modeling, 3D printing, and rock-like materials, we prepared rough fracture surfaces and rock matrices of deep shale. Further, we fabricated rock samples containing fracture surfaces with different angles and roughness through layered pouring. True triaxial compression tests were conducted to investigate the influence of different fracture angles and mechanical loading methods on the mechanical properties and failure modes of the rock samples. The experimental results indicate that: (1) Rock-like samples prepared using 3D printing technology and layered pouring can substitute deep shale for studying the collapse failure law of wellbores. (2) The influence of different fracture angles on the compressive strength of rock samples generally shows a "U" shaped trend, with the strength first decreasing and then increasing. (3) Different mechanical loading methods significantly affect the compressive strength and failure modes of rock samples. Different loading methods lead to changes in the free surface of the rock samples, thereby altering their compressive strength and failure modes. The research results can provide a reference for the preparation of rock-like samples and indoor studies.

CLC number: TU45 Document code: A Article ID: 1673-0836(2025)增1-0182-10

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Chinese Journal of Underground Space and Engineering
Pages 182-191

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Cite this article:
Liu H, Lei J, Yang B, et al. Mechanical Experimental Study of Rough Fractured Rock Mass Based on Layered Pouring. Chinese Journal of Underground Space and Engineering, 2025, 21(S1): 182-191. https://doi.org/10.20174/j.JUSE.2025.S1.22

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Received: 02 August 2024
Published: 01 August 2025
© 2025 Chinese Journal of Underground Space and Engineering

This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).