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    Evaluation of PCC Pile Method in Mitigating Embankment Vibrations from a High-Speed Train 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author(s): Pham-Ngoc; Thach; Han-Long; Liu; Gang-Qiang; Kong
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic response of a railway embankment to a high-speed train is simulated for two cases: the soft ground is improved by cast–in situ concrete pipe (PCC) piles, and the soft ground is not improved. The obtained results ...
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    Performances of Large-Diameter Cast-in-Place Concrete Pipe Piles and Pile Groups under Lateral Loads 

    Source: Journal of Performance of Constructed Facilities:;2013:;Volume ( 027 ):;issue: 002
    Author(s): Han-Long; Liu; Gang-Qiang; Kong; Xuan-Ming; Ding; Yu-Min; Chen
    Publisher: American Society of Civil Engineers
    Abstract: Large-diameter cast-in-place concrete pipe (PCC) pile is widely used for pile foundation and pile-supported embankment over soft clay in China. However, studies on PCC pile-soil reactions (
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    An Advanced Critical State Constitutive Model for Overconsolidated Structured Soils 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 005:;page 06022004
    Author(s): Wen-hua Liu; Hong-yong Zhang; Wu-gang Li; Gang-qiang Kong; Xin-yi Lin
    Publisher: ASCE
    Abstract: This paper presents a constitutive model for simulating the stress–strain behavior of overconsolidated structured soils. The model extends the scope of a previous 10-parameter constitutive model proposed by the authors for ...
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