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    Effect of Vertical Strain and Hydration Time on Mechanical Behavior and Microstructure of Expansive Soil 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 005:;page 04025048-1
    Author(s): Ze-Cheng Chi; Zhang-Jun Dai; Kang Huang; Wei Wang; Shan-Xiong Chen
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the effects of vertical strain and hydration time on the mechanical behavior and microstructure of expansive soils are examined, addressing the challenges they pose to engineering structures due to ...
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    Decoupling Analysis Method for Rain-Induced Failure of Shallow Expansive Soil Slopes Considering Swelling and Strength Softening 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 002:;page 04023280-1
    Author(s): Zhangjun Dai; Kang Huang; Jian Li; Zecheng Chi; Shanxiong Chen
    Publisher: ASCE
    Abstract: Rain-induced shallow failures in expansive soils often occur on gentle slopes with slope ratios of 1:2–1:6, resulting in highly complex stability issuesThis study established an equivalent theoretical model for the swelling ...
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    Thermocline Fluctuations in the Equatorial Pacific Related to the Two Types of El Niño Events 

    Source: Journal of Climate:;2017:;volume( 030 ):;issue: 017:;page 6611
    Author(s): Xu, Kang;Huang, Rui Xin;Wang, Weiqiang;Zhu, Congwen;Lu, Riyu
    Publisher: American Meteorological Society
    Abstract: AbstractThe interannual fluctuations of the equatorial thermocline are usually associated with El Niño activity, but the linkage between the thermocline modes and El Niño is still under debate. In the present study, a mode ...
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    Evaluating the Effect of Brine on Water Absorption and Expansion of Red-Layer Mudstone in Central Sichuan Using Digital Image Correlation 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 012:;page 04023232-1
    Author(s): Kang Huang; Fei Yu; Kaiwen Tong; Shichang Li; Zhenghao Fu; Shanxiong Chen; Zhangjun Dai
    Publisher: ASCE
    Abstract: Red-layer mudstone is a typical expandable rock, that is, it easily expands and deforms in water. This study focused on the dynamic quantitative analysis of the mudstone hygroscopic process and development of strain caused ...
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