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    Performance Evaluation of Lab-Simulated Bioreactor Landfills under Aerobic and Anaerobic Conditions Using Wastewater and Sludge as Moisture Sources 

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2025:;Volume ( 029 ):;issue: 003:;page 04025013-1
    Author(s): Lagudu S. Avinash; Anumita Mishra
    Publisher: American Society of Civil Engineers
    Abstract: This study examined the effects of introducing wastewater and sludge, together with leachate recirculation, on the decomposition of municipal solid waste (MSW) in bioreactor landfills under controlled moisture conditions. ...
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    Large-Strain Radial Consolidation Analysis Incorporating Soil Smear and Well Resistance Effect 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 012:;page 04023230-1
    Author(s): Vaibhav Singh; Anumita Mishra
    Publisher: ASCE
    Abstract: A mathematical model was developed to investigate the consolidation behavior of soft soil deposits improved by prefabricated vertical drains. The smear effect caused by drain installation was incorporated into the model ...
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    Vacuum-Assisted Radial Consolidation of Vertical Drain–Improved Soft Soils Considering Creep Effect 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 006:;page 04025101-1
    Author(s): Vaibhav Singh; Anumita Mishra
    Publisher: American Society of Civil Engineers
    Abstract: A large-strain model was developed to study the consolidation behavior of soil deposits improved with prefabricated vertical drains and subjected to surcharge and vacuum preloading. The smear effect resulting from the ...
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    Long-Term Response of Consolidating Soft Clays around a Pile considering Non-Darcian Flow 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): Anumita Mishra;Nihar R. Patra
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a nonlinear one-dimensional consolidation equation in terms of excess pore pressure is developed by considering the effects of variable permeability and non-Darcian flow condition. Uncoupled analysis for the ...
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    Long-Term Response of Consolidating Soft Clays around a Pile considering Non-Darcian Flow 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): Anumita Mishra; Nihar R. Patra
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a nonlinear one-dimensional consolidation equation in terms of excess pore pressure is developed by considering the effects of variable permeability and non-Darcian flow condition. Uncoupled analysis for the ...
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