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    Failure Mechanism of Two-Layered Slopes Subjected to the Surcharge Load 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 002
    Author(s): Chengchao Li; Pengming Jiang
    Publisher: ASCE
    Abstract: For some two-layered slopes subjected to the surcharge load, the soil mass undergoes rotational or translational movement. Thus, the conventional failure mechanism of homogeneous slopes is no longer applicable. To overcome ...
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    Method of Rigorous Characteristics for Seismic Bearing Capacity of Strip Footings Placed Adjacent to Homogeneous Soil Slopes 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010:;page 04022179
    Author(s): Chengchao Li; Pengming Jiang
    Publisher: ASCE
    Abstract: Most studies try to establish a stress field and a compatible velocity field simultaneously to evaluate the seismic bearing capacity of strip footings placed adjacent to homogeneous soil slopes. However, the coupling of ...
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    Load Capacity of Perforated Reinforced Concrete Sewer Pipes 

    Source: Journal of Pipeline Systems Engineering and Practice:;2021:;Volume ( 013 ):;issue: 001:;page 04021065
    Author(s): Pengpeng Ni; Lin Shen; Guoxiong Mei; Pengming Jiang
    Publisher: ASCE
    Abstract: In cities, reinforced concrete pipes are often employed to construct storm sewer systems. Due to impervious base layers, stormwater runoff dominates rather than rainwater infiltration, leading to problems in aquatic ...
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