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    Equivalent Constitutive Model for Jointed Rock Masses and Its Application in Large Underground Caverns 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 001:;page 04022259-1
    Author(s): Yao Yang; Quan Jiang; Jian Liu; Hong Zheng; Dingping Xu; Jun Xiong
    Publisher: American Society of Civil Engineers
    Abstract: Jointed rock masses with different orientations and spacings are widely exposed in rock engineering applications, such as underground caverns, slopes, and tunnels, which significantly influence the rock engineering stability ...
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    Evolution of Natural Joints' Mesoscopic Failure Modes under Shear Tests: Acoustic Emission Investigation 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011:;page 04021205-1
    Author(s): Quan Jiang; Chang Liu; Guang-Liang Feng; Yao Yang; Hong Zheng; Chengbo Du
    Publisher: ASCE
    Abstract: Natural joints play an important role in the stability performance of rock engineering. To deeply understand the shear mechanism of natural joints (i.e., tensile fracture or shear fracture), direct shear experiments and ...
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    Postconstruction Settlement Prediction of High Embankment of Silty Clay at Chengde Airport Based on One-Dimensional Creep Analytical Method: Case Study 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007
    Author(s): Yao Yang-Ping;Qi Sheng-Jun;Che Li-Wen;Chen Jun;Han Li-Ming;Ma Xin-Yan
    Publisher: American Society of Civil Engineers
    Abstract: In this article, a practical analytical method for prediction of the postconstruction settlement of high embankments is proposed through the further simplification of the one-dimensional creep deformation algorithm under ...
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    Research on a Real-Time Monitoring Platform for Compaction of High Embankment in Airport Engineering 

    Source: Journal of Construction Engineering and Management:;2018:;Volume ( 144 ):;issue: 001
    Author(s): Yao Yang-Ping;Ruan Yang-Zhi;Chen Jun;Geng Yi;Zhang Xing;Liu Bing-Yang;Zong Xiao-Peng;Yu Gui-Zhen
    Publisher: American Society of Civil Engineers
    Abstract: Quality control of embankment compaction is of great significance to the durability and stability of high-embankment airports. The current method of embankment quality control mainly relies on manual inspection for a limited ...
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