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    SelfAdaptive Grasping Analysis of a Simulated “Soft” Mechanical Grasper Capable of SelfLocking 

    Source: Journal of Mechanisms and Robotics:;2023:;volume( 015 ):;issue: 006:;page 61006
    Author(s): Wang, Rugui;Huang, Haibo;Li, Xinpeng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper, a simulated “soft” mechanical grasper (GXUGrasper) with selflocking capability, selfadaptive object shape, singledegree of actuation, and full rigid structure is taken as the research object, and its ...
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    Experimental Study and Numerical Simulation of the Dynamic Behavior of Transversely Isotropic Phyllite 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    Author(s): Renjie Wu; Haibo Li; Xiaofeng Li; Xiang Xia; Liwang Liu
    Publisher: ASCE
    Abstract: Understanding the dynamic mechanical behavior of transversely isotropic rocks is essential in various fields of rock engineering, such as tunnel digging, blasting, and underground excavation. The bedding structure and ...
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    Dynamic Tensile Behavior of Anisotropic Rocks: Crack Evolution, Energy Dissipation, and Mechanical Mechanism 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 007:;page 04025115-1
    Author(s): Renjie Wu; Haibo Li; Guorui Feng; Daniel Dias; Yuxia Guo; Shuaiyang Fu
    Publisher: American Society of Civil Engineers
    Abstract: Evaluating the dynamic mechanical properties of rocks is the foundation for preventing and controlling relevant disasters. To investigate the dynamic tensile failure mechanism of transversely isotropic rocks, Brazilian ...
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    Quantifying Uncertainty in Blast-Induced Vibration Velocity Accounting for Spatial Variability of Rock Masses 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 007:;page 04025117-1
    Author(s): Jiajun Wu; Chong Yu; Haibo Li; Yongan Ma; Changjian Wang
    Publisher: American Society of Civil Engineers
    Abstract: Blasting generates peak particle velocity (PPV), a key physical quantity used to evaluate the impact of blasting on buildings and structures. The natural spatial variability in rock masses introduces uncertainty in ...
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    Numerical Investigation of Binary Fluid Flow through Propped Fractures by Lattice Boltzmann Method 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 007
    Author(s): Hong Zuo; Shouchun Deng; Zhenghong Huang; Haibo Li
    Publisher: ASCE
    Abstract: In this paper, a pore-scale multiphase, multicomponent Shan–Chen model with proper pressure boundary scheme is developed and implemented to model binary flows in porous media, which enables us to reveal the displacement ...
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    Cyclic Loading Test and Numerical Modeling on Prefabricated UHPC Tube–Confined Rectangular Bridge Piers with Different Base Connections 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 010:;page 04023135-1
    Author(s): Shuai Li; Haibo Li; Zhao Cheng; Jingquan Wang; M. Shahria Alam; Yiming Yao
    Publisher: ASCE
    Abstract: Reinforced concrete (RC) bridge piers, one of the most widely used pier types, are vulnerable to damage during an earthquake and may not have sufficient durability against the harsh environment. To tackle these problems, ...
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    Shear Behavior of Precast Concrete Segmental Beams with External Tendons 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 008
    Author(s): Jiang Haibo;Li Yuhong;Liu Airong;Ma Zhongguo John;Chen Li;Chen Yuanhang
    Publisher: American Society of Civil Engineers
    Abstract: Precast concrete segmental beams (PCSBs) with external tendons have become more and more popular all over the world for achieving the advantage of rapid construction. This paper focuses on the effects of shear span-depth ...
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