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Kattamuri mallikarjuna rao
Kattamuri mallikarjuna rao
Professor of Civil Engineering, SV University
Verified email at svuniversity.ac.in - Homepage
Title
Cited by
Cited by
Year
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
171996
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
162009
On interaction of a clayey soil with textile dye waste
KM Rao, VT Rao, GR Babu
Electron J Geotech Eng 13, 1-18, 2008
152008
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
102020
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
72018
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
72011
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
52013
Studies on anti-inflammatory activity of root extracts of Datura fastuosa (Linn).
S Nivedhitha, M Gobinath, P Muthusamy, KM Rao
52010
Appropriate Parameters for Prediction of Compression Index
PVSRCSR K.Mallikarjuna Rao
Electronic Journal of Geotechnical Engineering 11, 2006
52006
Behaviour of Rigid Piles in Clay under Lateral Loading
KMR 20. S. Narasimha Rao
Indian Geotechnical Journal 25 (3), 287-313, 1995
51995
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
42010
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
42009
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
32013
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