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    Quasi Static Analysis of the Multicomponent Mooring Line for Deeply Embedded Anchors 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2016:;volume( 138 ):;issue: 001:;page 11302
    Author(s): Guo, Zhen; Wang, Lizhong; Yuan, Feng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Multicomponent taut mooring lines are widely used to secure floating facilities to anchors embedded in the seabed to restrict motions. Optimal design of the mooring line system requires a realistic model of the combined ...
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    Numerical Investigation on the Microbial Shallow Grouting Reinforcement in Permeability Anisotropic Seabeds and Liquefaction Evaluation 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 006:;page 04026107-1
    Author(s): Li, Yujie; Wang, Lizhong; Wang, Zhenkui; Guo, Zhen
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Microbially induced calcium carbonate precipitation (MICP) offers a sustainable approach to reinforcing marine soils, with broad potential in coastal protection, infrastructure reinforcement, and landing of ...
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    Numerical Investigation on the Mooring Line Failures of a Semi-Submersible Platform 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2026:;volume( 148 ):;issue:004
    Author(s): Qu, Libiao; Gao, Yangyang; Wang, Lizhong; Xie, Yuanyuan
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Abstract. Numerical simulations on the mooring line failures of a semi-submersible platform under the extreme ocean environment are performed. The single mooring line and double mooring line failures, as well as the ...
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    Seepage Induced Soil Failure and its Mitigation During Suction Caisson Installation in Silt 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2014:;volume( 136 ):;issue: 001:;page 11103
    Author(s): Wang, Lizhong; Yu, Luqing; Guo, Zhen; Wang, Zhenyu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Suction caisson is an advantaged foundation option for offshore wind turbines in sandy and clayey soils. In this work, a series of model tests were conducted to investigate the installation behavior of a suction caisson ...
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    Model Tests on the Long Term Dynamic Performance of Offshore Wind Turbines Founded on Monopiles in Sand 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;2015:;volume( 137 ):;issue: 004:;page 41902
    Author(s): Guo, Zhen; Yu, Luqing; Wang, Lizhong; Bhattacharya, S.; Nikitas, G.; Xing, Yuelong
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The dynamic response of the supporting structure is critical for the inservice stability and safety of offshore wind turbines (OWTs). The aim of this paper is to first illustrate the complexity of environmental loads acting ...
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    Micromechanical Investigation of Cyclic Degradation in Granular Materials Based on the Photoelastic Technique 

    Source: Journal of Engineering Mechanics:;2025:;Volume ( 151 ):;issue: 009:;page 04025042-1
    Author(s): Yu, Junyuan; Wang, Lizhong; Rui, Shengjie; Chen, Ze; Hong, Yi; Guo, Zhen
    Publisher: American Society of Civil Engineers
    Abstract: AbstractParticle behavior under cyclic shear is one of the fundamental topics in geotechnical engineering. Understanding their behavior aids in improving the stability and performance of granular materials under repeated ...
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