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    Particle Size Effects on the Volumetric Shrinkage of Bentonite–Sand Mixtures 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 008:;page 06022019
    Author(s): Yu Tan; Huyuan Zhang; Zhinan Ding; Ze Ji; Guoliang Ma
    Publisher: ASCE
    Abstract: Tests were conducted on bentonite–silica fume mixtures (BSFMs) to determine how particle size affects the volumetric shrinkage of bentonite–sand mixtures (BSMs) used as hydraulic barriers in waste disposal facilities. Free ...
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    Thermal Conductivity of Granular Soil Mixtures with Contrasting Particle Shapes 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Yang Xiao; Guoliang Ma; Bowen Nan; John S. McCartney
    Publisher: ASCE
    Abstract: Particle shape is known to affect the mechanical behavior of sands because it influences packing density and particle contacts. Even though the thermal conductivity of sands also depends on packing density and particle ...
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    Mechanical Performance of Biotreated Sandy Road Bases 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 036 ):;issue: 001:;page 04021111
    Author(s): Yang Xiao; Wentao Xiao; Guoliang Ma; Xiang He; Huanran Wu; Jinquan Shi
    Publisher: ASCE
    Abstract: This study investigated the performance of microbially induced calcite precipitation (MICP) in reinforcing road bases reconstituted with calcareous or silica sands. Four testing models were prepared by the surface percolation ...
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    Rainfall-Induced Erosion of Biocemented Graded Slopes 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 001:;page 04021256
    Author(s): Yang Xiao; Guoliang Ma; Huanran Wu; Huaming Lu; Musharraf Zaman
    Publisher: ASCE
    Abstract: Microbially induced calcite precipitation (MICP), a newly green method, was investigated as a possible solution to rainfall-induced erosion of sandy slopes. A series of model slopes prepared with sands of different gradations ...
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    Strength and Kaolin Nucleation in Biotreated Coarse Sand 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 005:;page 04024055-1
    Author(s): Yang Xiao; Guoliang Ma; Xiang He; Hanlong Liu; Musharraf Zaman
    Publisher: ASCE
    Abstract: Microbially induced carbonate precipitation (MICP) is an effective method for stabilizing sandy soil. However, this method is not effective for coarse sands. A kaolin-nucleating method was proposed in this study to improve ...
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    Thermal Conductivity of Biocemented Graded Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2021:;Volume ( 147 ):;issue: 010:;page 04021106-1
    Author(s): Yang Xiao; Yifan Tang; Guoliang Ma; John S. McCartney; Jian Chu
    Publisher: ASCE
    Abstract: This paper includes an investigation of the thermal conductivity of biocemented soils to better understanding the regimes of heat transmission through soils treated by microbially induced calcium carbonate precipitation ...
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