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    Mechanical Properties of Marble with Varying Slenderness Ratios after High Temperatures 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 007:;page 04022088
    Author(s): Zhicheng Tang; Meng Sun
    Publisher: ASCE
    Abstract: Mechanical properties of rock are affected by the specimen slenderness ratios. However, the temperature-dependent nature of rock with different slenderness ratios have not been investigated. To better understand the ...
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    Performance Tests and Microchain Model Validation of a Novel Kind of MR Fluid with GO-Coated Iron Particles 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 005
    Author(s): Xu Zhao-Dong;Xu Meng;Sun Chun-Li
    Publisher: American Society of Civil Engineers
    Abstract: Magnetorheological (MR) fluids are suspensions of microparticles or nanoparticles dispersed in carrier fluids, which contain iron particles, carrier fluids and additives. In this study, a novel kind of composite iron ...
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    Full 3D Displacement Measuring System for 3D Displacement Field of Soil around a Laterally Loaded Pile in Transparent Soil 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 005
    Author(s): Bingxiang Yuan;Meng Sun;Yixian Wang;Lihua Zhai;Qingzi Luo;Xuqun Zhang
    Publisher: American Society of Civil Engineers
    Abstract: An improved three-dimensional (3D) displacement measuring system that uses the particle image velocimetry (PIV) technique was developed to measure the full 3D displacement fields around a laterally loaded pile in transparent ...
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    Full 3D Displacement Measuring System for 3D Displacement Field of Soil around a Laterally Loaded Pile in Transparent Soil 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 005
    Author(s): Bingxiang Yuan; Meng Sun; Yixian Wang; Lihua Zhai; Qingzi Luo; Xuqun Zhang
    Publisher: American Society of Civil Engineers
    Abstract: An improved three-dimensional (3D) displacement measuring system that uses the particle image velocimetry (PIV) technique was developed to measure the full 3D displacement fields around a laterally loaded pile in transparent ...
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    Noncontact Operational Modal Analysis of a High-Rise Building Based on an Interferometric Radar System and Combined Modal Estimation Scheme 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024023-1
    Author(s): Meng-Meng Sun; Qiu-Sheng Li; Shang-Yu Hu
    Publisher: ASCE
    Abstract: The dynamic characteristics of large-scale civil structures are generally evaluated by performing operational modal analysis based on ambient vibration records measured by contact sensors, e.g., accelerometers. However, ...
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