Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (9): 2661-2675.doi: 10.16285/j.rsm.2024.1378

• Fundamental Theory and Experimental Research •     Next Articles

Influence of dolomite on the physical and mechanical properties of siltstone

ZHANG Chun-rui1, 2, JI Hong-guang1, 2, FU Zhen1, 2, ZHANG Yue-zheng1, 2, SONG Yu1, TIAN Zhu-hua1, 2, FAN Wen-bo3   

  1. 1. Beijing Key Laboratory of Urban Underground Space Engineering, University of Science and Technology Beijing, Beijing 100083, China; 2. National Engineering Research Center of Deep Shaft Construction, Beijing 100013, China; 3. China Coal Construction Group Limited Corporation, Beijing 102218, China
  • Received:2024-11-16 Accepted:2025-02-10 Online:2025-09-10 Published:2025-09-03
  • Supported by:
    This work was supported by the Deep Earth Probe and Mineral Resources Exploration-National Science and Technology Major Project (2024ZD1004504) and the National Key Research and Development Program of China (2023YFC2907403).

Abstract: Dolomite is formed via dolomitization, a process that enhances porosity. Investigating the influence of dolomite as a characteristic mineral on the deterioration of the physical and mechanical properties of siltstone is significant for the design and stability prediction of deep underground engineering. This study employs X-ray fluorescence spectrometer (XRF), X-ray diffraction (XRD), microscopic analysis, ultrasonic wave velocity measurements, and nuclear magnetic resonance testing to quantify dolomite’s impact on siltstone’s physical parameters. Brazilian splitting tests, monotonic loading, and cyclic loading-unloading experiments reveal the evolution of mechanical parameters, including tensile and compressive strengths. An apparent elastic-viscous-plastic damage model is developed, and dolomite-induced deterioration mechanisms are investigated using computed tomography (CT) and scanning electron microscopy (SEM). The results indicate that: 1) Dolomite content enhances particle roundness, weakens intergranular interlocking, and creates distinct boundary pores with calcite, leading to enhanced pore connectivity and a 2.77-fold increase in porosity. 2) Dolomite presence reduces maximum tensile strain, decreases compressive strength by 14.5%, extends the compaction phase by 9%, and shortens the stable crack propagation phase by 12%. 3) A larger cyclic loading-unloading difference correlates with higher damage values. Dolomite-free rocks exhibit significant damage variation, with rapid early-stage increases followed by slower growth, whereas dolomite-containing rocks show more stable damage progression, with dolomite inducing more pronounced elastic-viscous-plastic damage accumulation. 4) Cracks in dolomite-free samples are bent, dissipating more energy with lower energy storage values, while those in dolomite-containing samples are straight, dissipating less energy with higher energy storage values. Dolomite enhances porosity, facilitating crack propagation and increasing the proportion of tensile cracks.

Key words: siltstone, dolomite, mechanical properties, damage, energy, CT scan

CLC Number: 

  • TU452
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