Journal of Yangtze River Scientific Research Institute ›› 2023, Vol. 40 ›› Issue (11): 131-139.DOI: 10.11988/ckyyb.20220692

• Rock-Soil Engineering • Previous Articles     Next Articles

Macro-and-Micro Response Mechanism of Swelling Deformation of Red Mudstone Fillers in Southwest China

QIU En-xi1,2,3, CHEN Qiu-ling1, SUN Xi-wang4, ZHANG Rui4, WAN Xu-sheng1, QU Meng-fei1, WANG Bin1   

  1. 1. School of Civil Engineering and Geomatics, Southwest Petroleum University, Chengdu 610500, China;
    2. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection (SKLGP), Chengdu University of Technology,Chengdu 610059,China;
    3. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China;
    4. Engineering Design Department,Kunming Survey,Design and Research Institute Co.Ltd. of CRREC,Kunming 650200,China
  • Received:2022-06-16 Revised:2022-10-12 Online:2023-11-01 Published:2023-11-09

Abstract: To investigate the relationship between macro swelling and micro characteristics of red mudstone fillers, we conducted loaded and unloaded swelling tests to analyze the swelling rate and time curves of different red mudstone fillers. Additionally, we performed systematic tests on these fillers using X-ray diffraction (XRD) and scanning electron microscopy (SEM) to examine their mineral fractions and microstructures. Our aim was to establish a quantitative relationship between macro swelling and microstructure, with micro characteristic parameters as intermediate variables. The results reveal that under unloaded conditions, the swelling rate of the mudstone filler was 28.3 times that of pure mudstone, and this rate increased exponentially with the addition of montmorillonite. Upon loading, the swelling rate decreased significantly compared to the unloaded state, with a slower decrease observed for fillers with higher montmorillonite content. After the tests, clay mineral content increased by 4.57%. Furthermore, as montmorillonite content increased, the crystallinity and average crystal diameter decreased by 18.1% and 16.5 nm, respectively. The geometric characteristic parameters exhibited a linear relationship with montmorillonite content. Additionally, the number of pores with a diameter of 1-2 μm increased with higher montmorillonite dosage. Finally, we established an exponential growth relationship between swelling rate and micro characteristic parameters.

Key words: red mudstone filler, swelling deformation, XRD, SEM, porosity, microscopic characteristic parameters

CLC Number: 

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