Behaviour of rigid piles in Marine clays under Lateral Cyclic Loading KMR S. Narasimha Rao Ocean Engineering Journal, Pergammon Press, Great Britain 20 (3), 281-313, 1993 | 23* | 1993 |
Optimum Fly Ash for Mechanical Stabilization of Expansive Soils Using 22 Factorial Experimental Design GV K. Mallikarjuna Rao and Rama Subbarao Springer Journal of Natural Hazards 60 (2), 703-713, 2012 | 22* | 2012 |
Measured and predicted response of laterally loaded piles CVVGSTR S. Narasimha Rao, K. Mallikharjuna Rao Sixth International conference and Exhibition on Piling and Deep Foundations …, 1996 | 17 | 1996 |
Identification of Expansive soils and Assessment of Expansion Potential by Fuzzy Approach KMRCSR P.V.Subba Reddy Electronic Journal of Geotechnical Engineering 14, 1-11, 2009 | 16 | 2009 |
On interaction of a clayey soil with textile dye waste KM Rao, VT Rao, GR Babu Electron J Geotech Eng 13, 1-18, 2008 | 15 | 2008 |
Influence of Coarse Fraction on Swelling Characteristics CSR 14. K.Mallikarjuna Rao, G.Giri Babu Electronic Journal of Geotechnical Engineering 11, 6-27, 2006 | 13* | 2006 |
Application of boosting-based ensemble learning method for the prediction of compression index K Mamudur, MR Kattamuri Journal of The Institution of Engineers (India): Series A 101 (3), 409-419, 2020 | 10 | 2020 |
Influence of Fly Ash on Compaction Characteristics of Expansive soils Using 22 Factorial Experimentation GVRSR 10. K.Mallikarjuna Rao Electronic Journal of Geotechnical Engineering 13, 2008 | 10* | 2008 |
Influence of coarse fraction on characteristics of expansive soil–sand mixtures K Mallikarjuna Rao, GVR Subba Rao International Journal of Geosynthetics and Ground Engineering 4, 1-7, 2018 | 7 | 2018 |
Studies on Anthelmintic activity of roots extract of Tamarindus indica Linn by using different Solvent system KM Rao, M Gobinath, MW Carey, VP Praveen Kumar IJPRD 2 (12), 64-8, 2011 | 7 | 2011 |
Value Addition for Sludge Generated from Sand Beneficiation Treatment Plant KMRIVRR G.Reddy Babu National Journal on Nature, Environment and Pollution Technology 4 (2), 203-206, 2005 | 7* | 2005 |
A simplified method of calculating the lateral load capacity of rigid piles in clay KMRCV 16. S. Narasimha Rao Ground Engineering, British Geotechnical Society, London 29 (9), 40-42, 1996 | 6* | 1996 |
Statistical Evaluation of Compression Index Equations CSRKM Rao International Journal of Civil Engineering and Technology 4 (2), 104-117, 2013 | 5 | 2013 |
Studies on anti-inflammatory activity of root extracts of Datura fastuosa (Linn). S Nivedhitha, M Gobinath, P Muthusamy, KM Rao | 5 | 2010 |
Appropriate Parameters for Prediction of Compression Index PVSRCSR K.Mallikarjuna Rao Electronic Journal of Geotechnical Engineering 11, 2006 | 5 | 2006 |
Behaviour of Rigid Piles in Clay under Lateral Loading KMR 20. S. Narasimha Rao Indian Geotechnical Journal 25 (3), 287-313, 1995 | 5 | 1995 |
Pharmacognostical evaluation on roots of Datura fastuosa Linn. S Nivedhitha, M Gobinath, P Muthusamy, KM Rao, B Sivakrishna Journal of Pharmacy Research 3 (11), 2689-2692, 2010 | 4 | 2010 |
Quantification of change in dry unit weight of mechanically stabilized expansive soils using fly ash KM Rao, GVR Subbarao Indian Geotechnical Conference-Geotide 2009, 338-343, 2009 | 4 | 2009 |
Behaviour of vertical piles under static and cyclic lateral load in marine clays KMRYVSNP 37. S. Narasimha Rao Second International Offshore and Polar engineering Conference, San …, 1992 | 4* | 1992 |
Compositional and Environmental Factors Role on Compression Index CSRKM Rao International Journal of Civil Engineering and Technology 3 (2), 392-403, 2013 | 3 | 2013 |