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    Mechanical Response of Calcareous Sand under Static and Dynamic Loading: Development of a Unified Breakage Prediction Model 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 003:;page 04025373-1
    Author(s): Xu, Dongsheng; Cao, Guowei; Hou, Chuantan; Liu, Yang
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Calcareous sand, characterized by high porosity and fragile particle morphology, exhibits complex mechanical responses and particle breakage under multistage shear loading in coastal and seabed environments. This ...
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    Impact of Gradation Effects on the Particle Breakage and Mechanical Response of Calcareous Sands 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 001:;page 04025325-1
    Author(s): Xu, Dongsheng; Cao, Guowei; Qin, Yue; Zhussupbekov, Askar
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Calcareous sand is distinguished by its angular particle shape and high susceptibility to breakage during shearing. The particle size distribution (gradation), interparticle density, and particle strength play ...
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    Minimum Socket Depth for Socket Joints in Accelerated Bridge Construction 

    Source: Journal of Bridge Engineering:;2026:;Volume ( 031 ):;issue: 008:;page 04026035-1
    Author(s): Su, Sibo; Zhang, Guangda; Hu, Menghan; Han, Qiang; Liu, Jiaze; Xu, Dongsheng; Du, Xiuli
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Socket connection is a commonly used connection method in accelerated bridge construction (ABC). The socket depth directly affects the connection reliability, force transmission mechanism, and foundation expenditure, ...
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