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    Variational Approach to Percolation Threshold of Nanocomposites Considering Clustering Effect 

    Source: Journal of Nanomechanics and Micromechanics:;2014:;Volume ( 004 ):;issue: 002
    Author(s): X. Frank Xu; Yuxin Jie
    Publisher: American Society of Civil Engineers
    Abstract: To mathematically model the phenomenon of complete dispersion, a crucial step is taken in a recent paper on isotropic formulation of the homogenized Eshelby’s tensor, leading to derivation of the ellipsoidal bound. In this ...
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    Experimental Study on Loading-Creep Coupling Effect in Rockfill Material 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author(s): Bingyin Zhang; Tao Chen; Chong Peng; Xiaoxiang Qian; Yuxin Jie
    Publisher: American Society of Civil Engineers
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    Stability and Deformation Analysis for Geotechnical Problems with Nonassociated Plasticity Based on Second-Order Cone Programming 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 002
    Author(s): Dongyong Wang; Xi Chen; Yuzhen Yu; Yuxin Jie; Yannan Lyu
    Publisher: American Society of Civil Engineers
    Abstract: The second-order cone programming (SOCP) optimized FEM (named FEM-SOCP) is extended to solve the geotechnical problems involving nonassociated plasticity. When FEM-SOCP is used with strength reduction, FEM-SOCP generally ...
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    A Novel Real-Time Torque Prediction of EPB Shield in Mixed Ground Using Machine Learning Method Based on Geological Knowledge Fusion 

    Source: Journal of Construction Engineering and Management:;2025:;Volume ( 151 ):;issue: 003:;page 04025005-1
    Author(s): Tsunming Wong; Yingjie Wei; Yong Zeng; Yuxin Jie; Xiangyang Zhao
    Publisher: American Society of Civil Engineers
    Abstract: Intelligent tunneling has become a necessary technology in urban underground development. Machine learning (ML) algorithms have been widely used in predicting earth pressure balance shield (EPBS) machine tunneling; however, ...
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    DSpace software copyright © 2002-2015  DuraSpace
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