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    Cyclic Behaviors of Railroad Ballast within the Parallel Gradation Scaling Framework 

    Source: Journal of Materials in Civil Engineering:;2012:;Volume ( 024 ):;issue: 007
    Author(s): Adam Sevi; Louis Ge
    Publisher: American Society of Civil Engineers
    Abstract: Because of the large grainsizes typical of railroad ballast, large triaxial samples are required to assess the reactions of these materials. The parallel gradation modeling technique was originally developed by John Lowe ...
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    Investigation of Mechanical Enhancements of EICP-Treated Soil 

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 003:;page 04025011-1
    Author(s): Amali Gitanjali; Louis Ge; Yu-Syuan Jhuo
    Publisher: American Society of Civil Engineers
    Abstract: In recent years, enzyme-induced carbonate precipitation (EICP) has emerged as a bioinspired and innovative technique that has captured the attention of geotechnical engineers specializing in soil stabilization. This method ...
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    Laboratory Evaluation of the Briaud Compaction Device 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 010
    Author(s): David M. Weidinger; Louis Ge
    Publisher: American Society of Civil Engineers
    Abstract: Soil compaction quality control plays an important role in earthwork construction. Compacted dry density is only loosely related to the actual deformation of the compacted soil. Rather than using dry density as the controlling ...
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    Investigation of the Thermal Conductivity of Compacted Silts and Its Correlation to the Elastic Modulus 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 004
    Author(s): Robert D. Hotz; Louis Ge
    Publisher: American Society of Civil Engineers
    Abstract: Thermal conductivity measurement is a quick and easy test for compacted soils. This study presents the results of thermal conductivity testing on silt compacted under standard and modified Proctor efforts. A comparison of ...
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    Modified Time of Setting Test for Fly Ash Paste and Fly Ash–Soil Mixtures 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 002
    Author(s): Xin Kang; Gi-Chun Kang; Louis Ge
    Publisher: American Society of Civil Engineers
    Abstract: A survey of current literature has revealed that the testing protocol for determining the time of setting of fly ash–soil mixtures is not available. Although the current ASTM standard recommends using the Vicat needle ...
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    Modeling Permanent Deformation of Unbound Granular Materials under Repeated Loads 

    Source: International Journal of Geomechanics:;2010:;Volume ( 010 ):;issue: 006
    Author(s): Cheng Chen; Louis Ge; Jiansheng Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Finite-element analysis on a pavement structure under traffic loads has been a viable option for researchers and designers in highway pavement design and analysis. Most of the constitutive drivers used were nonlinear elastic ...
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    Chemically Stabilized Soft Clays for Road-Base Construction 

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 007
    Author(s): Xin Kang; Gi-Chun Kang; Kuang-Tsung Chang; Louis Ge
    Publisher: American Society of Civil Engineers
    Abstract: Soft clays are widely distributed in Missouri, United States. Due to their relatively low strength and high compressibility, subgrade construction in soft clays has encountered many difficulties. In recent practice, the ...
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    Special Issue on Experimental and Computational Geomechanics for Unsaturated Soils 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 006
    Author(s): K. K. “Muralee” Muraleetharan; Laureano R. Hoyos; Louis Ge
    Publisher: American Society of Civil Engineers
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    Special Section on Advanced Modeling and Numerical Simulations in Geomechanics 

    Source: International Journal of Geomechanics:;2011:;Volume ( 011 ):;issue: 003
    Author(s): Louis Ge; Dar-Hao Chen; Rafiqul Alam Tarefder
    Publisher: American Society of Civil Engineers
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    Strain-Controlled Cyclic Simple Shear Tests on Sand with Radial Strain Measurements 

    Source: Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 004
    Author(s): Xin Kang; Louis Ge; Kuang-Tsung Chang; Annie On-Lei Kwok
    Publisher: American Society of Civil Engineers
    Abstract: Strain-controlled cyclic simple-shear tests were performed on silica sand with radial strain measurements. The specimens were tested under a constant
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