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1.
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Mishra, A., and Patra, N. R.
(2018)>.
Time-dependent settlement of pile foundations using five-parameter viscoelastic soil models.
International Journal of Geomechanics, ASCE. DOI:
10.1061/(ASCE)GM.1943-5622.0001122
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2.
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Mishra, A., and Patra, N. R.
(2018)>.
Dragload of pile groups in consolidating Non-Darcian clays.
Proceedings of the Institution of Civil Engineers- Geotechnical Engineering, ICE Publishing. DOI:
10.1680/ jgeen.17.00169
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3.
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Mishra, A., and Patra, N. R.
(2019)>.
Analysis of creep settlement of pile groups in linear viscoelastic soil.
International Journal for Numerical and Analytical Methods in Geomechanics Wiley Publications. DOI:
10.1002/nag.2976
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4.
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Mishra, A., and Patra, N. R.
(2019)>.
Long-term response of consolidating soft clays around a pile considering Non-Darcian flow.
International Journal of Geomechanics, ASCE. DOI:
10.1061/(ASCE)GM.1943-5622.0001122
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5.
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Mishra, A. and Patra, N.R.
(2022)>.
Creep settlement analysis of pile foundations using viscoelastic model by incorporating nonlinear soil behaviour.
International Journal of Geotechnical Engineering. DOI:
10.1080/19386362.2022.2090695
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6.
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Avinash, L. S., Mishra, A., Balaiah, K. V. and Ojha, C. S. P.
(2023)>.
A Critical Appraisal of Leachate Recirculation Systems in Bioreactor Landfills.
Journal of Hazardous, Toxic, and Radioactive Waste, ASCE. DOI:
10.1061/JHTRBP.HZENG-1186
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7.
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Avinash, L.S. and Mishra, A.
(2023)>.
Enhancing biogas production in anaerobic digestion of MSW with addition of bio-solids and various moisture sources.
Fuel, Elsevier. DOI:
10.1016/j.fuel.2023.129414
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8.
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Singh, V. and Mishra, A.
(2023)>.
Large-Strain Radial Consolidation Analysis Incorporating Soil Smear and Well Resistance Effect.
International Journal of Geomechanics, ASCE. DOI:
10.1061/IJGNAI.GMENG-8515
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9.
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Avinash, L.S. and Mishra, A.
(2024)>.
Comparative evaluation of Artificial intelligence based models and kinetic studies in the prediction of biogas from anaerobic digestion of MSW.
Fuel. DOI:
10.1016/j.fuel.2024.131545
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10.
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Kami V.B. and Mishra A.
(2024)>.
Microstructural Analysis of Creep Behavior in Soft Clays during Cyclic Loading and Unloading.
Geotechnical and Geological Engineering. DOI:
10.1007/s10706-024-02941-y
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11.
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Kami V.B. and Mishra A.
(2024)>.
Model scale tests on the behaviour of single piles in cohesive soils under combined loads.
Geomechanics and Geoengineering. DOI:
10.1080/17486025.2024.2421758
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12.
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Kami V.B. and Mishra A.
(2025)>.
A comprehensive study on microstructural behavior of clay under oedometer condition.
Bulletin of Engineering Geology and the Environment. DOI:
10.1007/s10064-025-04129-x
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13.
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Singh A.K and Mishra A.
(2025)>.
Influence of Load Transfer Platforms on the Performance of Embankments on Soft Soils Reinforced with Stone and DCM Columns.
International Journal of Geosynthetics and Ground Engineering. DOI:
10.1007/s40891-025-00611-4
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14.
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Avinash L.S. and Mishra A.
(2025)>.
Performance Evaluation of Lab-Simulated Bioreactor Landfills under Aerobic and Anaerobic Conditions using Wastewater and Sludge as Moisture Sources.
Journal of Hazardous, Toxic, and Radioactive Waste, ASCE. DOI:
10.1061/JHTRBP/HZENG-1453
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15.
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Singh V. and Mishra A.
(2025)>.
Vacuum Assisted Radial Consolidation of Vertical Drain Improved Soft Soils Considering Creep Effect.
International Journal of Geomechanics, ASCE. DOI:
10.1061/IJGNAI/GMENG-10597
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16.
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Jala Y., Sawant V.A. and Mishra A.
(2025)>.
Development of p-y curves from numerical study of long piles in sandy slope.
Ocean Engineering. DOI:
10.1016/j.oceaneng.2024.120275
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17.
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Jala Y., Sawant V.A. and Mishra A.
(2025)>.
Numerical study on lateral response of piles in sandy slopes employing a hardening soil model.
Marine Georesources & Geotechnology. DOI:
10.1080/1064119X.2024.2324045
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