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    Calculation Formula for the Pullout Force of Uniaxial Geogrid-Reinforced Expansive Soil 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2021:;Volume ( 015 ):;issue: 002:;page 18-29-1
    Author(s): Liang Wan; He-ping Yang
    Publisher: ASCE
    Abstract: To obtain the action force between the reinforcing material and filler in reinforced soil, many scholars at home and abroad have conducted pullout tests, which are limited by the testing apparatus. Most of them have studied ...
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    Causes of Shallow Landslides of Expansive Soil Slopes 

    Source: Journal of Highway and Transportation Research and Development (English Edition ):;2017:;Volume ( 011 ):;issue: 001
    Author(s): Jie Xiao; Chao Tong; He-ping Yang
    Publisher: American Society of Civil Engineers
    Abstract: Shallow landslides often occur in the vast majority of expansive soil cutting slopes during or after rainfall, resulting in newly-built highway traffic disruption, ecological environment destruction along roads, and high ...
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    Working Mechanics of Geogrid-Enveloping Flexible Reinforcement Treating Cut Slope in Expansive Soil 

    Source: Journal of Highway and Transportation Research and Development (English Edition ):;2016:;Volume ( 010 ):;issue: 001
    Author(s): He-ping Yang; Xiong Liu; Jie Xiao
    Publisher: American Society of Civil Engineers
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    Highway Subgrade Construction in Expansive Soil Areas 

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 004
    Author(s): Jian-Long Zheng; Rui Zhang; He-Ping Yang
    Publisher: American Society of Civil Engineers
    Abstract: Engineering problems with expansive soils in subgrades complicate highway construction in expansive soil areas of China. To research and solve the engineering problems, a Chinese research group carried out extensive research ...
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