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    Modeling Small-Strain Behavior of Hong Kong CDG and Its Application to Finite-Element Study of Basement-Raft Footing 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 009
    Author(s): Lu Ka-Kin;Yin Jian-Hua;Lo Sik-Cheung
    Publisher: American Society of Civil Engineers
    Abstract: Stress-strain responses, including small-strain behavior, of Hong Kong completely decomposed granite (CDG) were investigated using triaxial specimens prepared from Mazier samples in a manner in which structure in the soil ...
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    New Gradation Equation and Applicability for Particle-Size Distributions of Various Soils 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 002
    Author(s): Zhu Jun-Gao;Guo Wan-Li;Wen Yan-Feng;Yin Jian-Hua;Zhou Cheng
    Publisher: American Society of Civil Engineers
    Abstract: A new gradation equation that can describe the particle-size distribution curves of soils with continuous gradation is presented. The results obtained for a large amount of test data from soil gradations prove that the ...
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    Accumulated Permanent Axial Strain of a Subgrade Fill under Cyclic High-Speed Railway Loading 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 005
    Author(s): Chen Wen-Bo;Yin Jian-Hua;Feng Wei-Qiang;Borana Lalit;Chen Ren-Peng
    Publisher: American Society of Civil Engineers
    Abstract: The ballastless track system (BTS) is widely adopted in the construction of high-speed railways (HSRs), in which the vehicle-induced cyclic stresses are evenly transferred to subgrade at a smaller amplitude compared with ...
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    Shaking Table Investigation of Effects of Inclination Angle on Seismic Performance of Micropiles 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 011
    Author(s): Komak Panah Ali;Jalilian Mashhoud Hadis;Yin Jian-Hua;Fai Leung Yat
    Publisher: American Society of Civil Engineers
    Abstract: This paper aims to experimentally study the performance of inclined micropiles under dynamic loading conditions. Analysis is performed using data obtained from shaking table tests on a small-scale physical model of micropiles ...
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    Novel Combined Grid PHD–PVD Vacuum Preloading Method for Treatment of Blow-Filled Slurry: Large-Scale Physical Model Test 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 009:;page 04025090-1
    Author(s): Pan, Yu; Song, Ding-Bao; Yin, Zhen-Yu; Yin, Jian-Hua; Chen, Wen-Bo
    Publisher: American Society of Civil Engineers
    Abstract: AbstractA novel ground improvement technique utilizing combined grid prefabricated horizontal drains (PHDs) and prefabricated vertical drains (PVDs) with vacuum preloading is introduced for the treatment of blow-filled ...
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