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    Review of Computational Models and Methods for Predicting Ultimate Capacity of Uplift Piles with Uniform Cross Section 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2015:;Volume ( 009 ):;issue: 002
    Author(s): He Hong-nan; Dai Guo-liang; Gong Wei-ming
    Publisher: American Society of Civil Engineers
    Abstract: To improve the application of uplift piles, the calculation method for ultimate bearing capacity is analyzed to study the significant difference between the calculation and test values of bearing capacity. The computational ...
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    A Method for Calculating Uphill Direction Lateral Response of Flexible Monopiles near the Slope Toe in Sand 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004:;page 04026039-1
    Author(s): Xia, Lei; Gong, Weiming; Dai, Guoliang; Chen, Kejian; Xie, Haiqing; Peng, Bo; Xu, Jiang; Li, Wenshuai
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Deck arch bridges are a suitable structural solution for spanning V-shaped valleys. Pile foundations at arch seats of these bridges are typically subjected to lateral loads in the uphill direction, demonstrating ...
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    Vertical Load Transfer Mechanism and Function of Ultralong, Large-Diameter Grouting Piles 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 002:;page 04025337-1
    Author(s): Shi, Cangyan; Chen, Xinkui; Wang, Lei; Gong, Weiming; Mu, Baogang; Dai, Guoliang
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study investigates the load transfer mechanism of ultralong, large-diameter cast-in-place piles before and after grouting, aiming to clarify the displacement characteristics required for full mobilization of ...
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