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    Pore Morphology, Porosity, and Pore Size Distribution in Kaolinitic Remolded Clays under Triaxial Loading 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 006
    Author(s): Qian-Feng Gao; Mohamad Jrad; Mahdia Hattab; Jean-Marie Fleureau; Lamine Ighil Ameur
    Publisher: ASCE
    Abstract: This work aims to investigate the micropore properties of saturated kaolin subjected to triaxial loading. Consolidated drained triaxial compression tests were conducted on both normally consolidated and overconsolidated ...
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    Disintegration Characteristics and Mechanisms of Carbonaceous Mudstone Subjected to Load and Cyclic Drying–Wetting 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 008:;page 04021195-1
    Author(s): Ling Zeng; Jin-Tao Luo; Jie Liu; Qian-Feng Gao; Han-Bing Bian
    Publisher: ASCE
    Abstract: Carbonaceous mudstone is a common embankment material with the characteristics of water softening and water disintegration, which often causes the instability of embankments. This paper presents an experimental work on the ...
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    Characterization of Volumetric Crack Rate and Its Influence on Unconfined Compressive Strength of Red Clay 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 011:;page 04023418-1
    Author(s): Ling Zeng; Hui-Cong Yu; Qian-Feng Gao; Yuan-Hang Zhang; Han-Bing Bian
    Publisher: ASCE
    Abstract: Desiccation cracking is a common phenomenon for red clay due to alternating wet and dry weathers. The presence of cracks definitely affects the strength of the soil; however, characterizing the development of desiccation ...
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