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    Bearing Capacity Characteristics and Failure Modes of Low Geosynthetic-Reinforced Embankments Overlying Voids 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 008
    Author(s): Lai Fengwen;Chen Fuquan;Li Dayong
    Publisher: American Society of Civil Engineers
    Abstract: Reinforcement solutions can ensure that low geosynthetic-reinforced (LGR) embankments progressively subside instead of suddenly failing due to void collapse, which provides an early warning to allow surface refilling to ...
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    Failure Mechanism of Highly Stressed Rock Mass during Unloading Based on the Stress Arch Theory 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 011
    Author(s): Jin Changyu;Shao Anlin;Liu Dong;Han Tao;Fan Fuquan;Li Shengang
    Publisher: American Society of Civil Engineers
    Abstract: During excavation unloading, highly stressed rock masses at great depth exhibit failure modes with different scales, for instance, zonal disintegration, rockbursts, and super-low friction. The root cause of the failure ...
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    Mechanisms and Influencing Factors of High-Temperature and Pressure Huff-n-Puff Imbibition Process in Continental Shale Oil Reservoirs 

    Source: Journal of Energy Engineering:;2023:;Volume ( 149 ):;issue: 006:;page 04023048-1
    Author(s): Dapeng Dong; Jianguang Wei; Guozhong Zhao; Ying Yang; Ge Song; Xiaofeng Zhou; Fuquan Li; Shaojun Yu; Huanqi Cui; Qingzhen Wang; Lanqing Fu
    Publisher: ASCE
    Abstract: As continental shale oil is explored and developed on a larger scale, its high starting pressure gradient in the shale matrix poses challenges for flow. This paper investigates the effect of imbibition development and the ...
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