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    Effect of Strain Rate on Compressive Behavior and Modeling of Cement and Asphalt Mortar 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 003
    Author(s): Fu Qiang;Xie Youjun;Long Guangcheng;Niu Ditao;Song Hao
    Publisher: American Society of Civil Engineers
    Abstract: The compressive behavior of cement and asphalt mortar (CA mortar, including Types I and II CA mortar, namely CAI and CAII) under strain rates ranging from 1−5/s to 1−2/s was experimentally investigated using an electrohydraulic ...
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    Airfoil Self-Noise Reduction by Gradient Distributed Porous Trailing Edges 

    Source: Journal of Aerospace Engineering:;2021:;Volume ( 034 ):;issue: 006:;page 04021075-1
    Author(s): Yong Wang; Nan-Song Hao; Xiang-Yu Lu; Fan Tong; Yu-Bao Song
    Publisher: ASCE
    Abstract: Porous material–inspired noise reduction has been proved to be an effective method to reduce airfoil self-noise during the last few decades. However, the used porous materials in previous studies generally have homogenous ...
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    Field Investigation on Bearing Behaviors of Stiffened Core–Cement Mortar Pile Embedded in Weathered Soft Rock 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 010:;page 04025215-1
    Author(s): Li, Wei; Chen, Changfu; Guo, Guliang; Cai, Huan; Song, Hao; Zhu, Shimin
    Publisher: American Society of Civil Engineers
    Abstract: Abstract A stiffened core–cement mortar (SCCM) pile is a new composite foundation system comprising a precast core encased in cement mortar. Understanding its actual bearing characteristics and load transfer mechanisms is ...
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