Ultimate bearing capacity of shallow strip foundation under eccentrically inclined load: part I CR Patra, RN Behera, N Sivakugan, BM Das International Journal of Geotechnical Engineering 6 (3), 343-352, 2012 | 63 | 2012 |
Ultimate bearing capacity of shallow strip foundation under eccentrically inclined load, Part II CR Patra, RN Behara, N Sivakugan, BM Das International Journal of Geotechnical Engineering 6 (4), 507-514, 2012 | 34 | 2012 |
Prediction of combined static and cyclic load-induced settlement of shallow strip footing on granular soil using artificial neural network SK Sasmal, RN Behera International Journal of Geotechnical Engineering, 2021 | 32 | 2021 |
Prediction of ultimate bearing capacity of eccentrically inclined loaded strip footing by ANN, part I RN Behera, CR Patra, N Sivakugan, BM Das International Journal of Geotechnical Engineering 7 (1), 36-44, 2013 | 31 | 2013 |
Prediction of ultimate bearing capacity of eccentrically inclined loaded strip footing by ANN: Part II RN Behera, CR Patra, N Sivakugan, BM Das International Journal of Geotechnical Engineering 7 (2), 165-172, 2013 | 24 | 2013 |
Ultimate Bearing Capacity Prediction of Eccentrically Inclined Loaded Strip Footings RN Behera, CR Patra Geotechnical and Geological Engineering, 1-52, 2018 | 20 | 2018 |
Cashew helps to fix sand dunes in Orissa. C Patro, RN Behera | 18 | 1981 |
Development of alternate liner material by blending fly ash, local soil and bentonite V Alla, SK Sasmal, RN Behera, C Patra Indian Geotechnical Conference, 2017 | 11 | 2017 |
Behaviour of Shallow Strip Foundation on Granular Soil Under Eccentrically Lnclined Load RN Behera | 10 | 2013 |
Prediction of factor of safety for slope stability using advanced artificial intelligence techniques A Chebrolu, SK Sasmal, RN Behera, SK Das Advanced Engineering Optimization Through Intelligent Techniques: Select …, 2020 | 9 | 2020 |
Estimation of average settlement of shallow strip foundation on granular soil under eccentric loading CR Patra, RN Behera, N Sivakugan, BM Das International Journal of Geotechnical Engineering 7 (2), 218-222, 2013 | 9 | 2013 |
Behavior of surface strip footing on geogrid reinforced sand bed PK Haripal, RN Behera, CR Patra International Association for Computer Method and Advance in Geomechanics, India, 2008 | 8 | 2008 |
Ultimate bearing capacity of shallow strip foundation under eccentrically inclined load—a critical assessment RN Behera, C Patra, BM Das, N Sivakugan International Journal of Geotechnical Engineering, 2021 | 5 | 2021 |
Effect of interference on ultimate bearing capacity of strip footings resting over multi-layered-reinforced soil JC Sekhar, SK Sasmal, RN Behera Australian Journal of Multi-Disciplinary Engineering 16 (1), 31-42, 2020 | 5 | 2020 |
Assessment of liquefaction potential based on SPT data by using machine learning approach S Khan, SK Sasmal, GS Kumar, RN Behera Seismic Hazards and Risk: Select Proceedings of 7th ICRAGEE 2020, 145-156, 2021 | 4 | 2021 |
Transient settlement estimation of shallow foundation under eccentrically inclined static and cyclic load on granular soil using artificial intelligence techniques SK Sasmal, RN Behera Geomechanics and Geoengineering 18 (6), 560-576, 2023 | 3 | 2023 |
Seismic analysis of vertical geometric irregular building considering soil–structure interaction SR Patro, SK Sasmal, G Suneel Kumar, P Sarkar, RN Behera Proceedings of the Indian Geotechnical Conference 2019: IGC-2019 Volume IV …, 2021 | 3 | 2021 |
Seismic liquefaction analysis of MCDM weighted SPT data using support vector machine classification V Alla, UK Sahoo, RN Behera Iranian Journal of Science and Technology, Transactions of Civil Engineering …, 2024 | 2 | 2024 |
Application of artificial intelligence methods for predicting transient response of foundation SK Sasmal, RN Behera Geomechanics and Engineering 27 (3), 197-211, 2021 | 2 | 2021 |
Chemical compatibility of fly ash–bentonite based hydraulic barrier GS Kumar, KV Balaiah, RN Behera Advances in Computer Methods and Geomechanics: IACMAG Symposium 2019 Volume …, 2020 | 2 | 2020 |