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Dr. E. Saibaba Reddy
Dr. E. Saibaba Reddy
JNTUniversity Hyderabad
Verified email at jntuh.ac.in - Homepage
Title
Cited by
Cited by
Year
Direct shear interface test for shaft capacity of piles in sand
ES Reddy, DN Chapman, V Sastry
Geotechnical Testing Journal 23 (2), 199-205, 2000
842000
Pseudo-static seismic analysis of reinforced soil wall—effect of oblique displacement
GVN Reddy, MR Madhav, ES Reddy
Geotextiles and Geomembranes 26 (5), 393-403, 2008
532008
Behavioral finance
R Jay
Pacific-Basin Finance Journal 11 (4), 429-437, 2003
322003
Pseudo-Dynamic Analysis of Reinforced Soil Wall subjected to oblique Displacement
CD Narasimha Reddy G.V, Madhav M.R, Saibaba Reddy.E
Geosynthetics International, 2009
292009
Modified T–Z model—a software for tension piles
ESB Reddy, M O'Reilly, DN Chapman
Computers & structures 68 (6), 613-625, 1998
241998
A software to predict the Behaviour of tension piles
DNC E.Saibaba Reddy, M.O'Reilly
Computers and Structures 62 (4), 653-658, 1997
15*1997
Interference between adjacent footings on sand
ES Reddy, S Borzooei, GN Reddy
International Journal of Advanced Engineering Research and Studies 1 (4), 95-98, 2012
142012
Measurement of engineering properties of soils
ES Reddy
New Age International, 2002
142002
Consolidation of thick clay layer by radial flow- Non-linear theory
ESR P.Ayub Khan, M.R Madhav
Geomechanics and Engineering 2 (2), 157-160, 2010
112010
Behaviour of laterally loaded rigid piles in cohesive soils based on kinematic approach
V Padmavathi, ES Reddy, MR Madhav
Lowland Technology International 10 (1, June), 27-41, 2008
92008
Ultimate pullout capacity of the granular pile anchors by laboratory model tests
SRE Eswara Reddy.0, Madhav M.R
Indian Journal of Geosynthetics and Ground Improvement 4 (1), 25-33, 2015
82015
COMPARATIVE STUDY OF LINEAR AND NON-LINEAR THORIES ONE-DIMENSIONAL CONSOLIDATION OF THICK CLAY LAYERS
PA Khan, MR Madhav, ES Reddy
Lowland technology international: the official journal of the International …, 2012
72012
A catastrophe theory for planar sliding slope
S Bala Padmaja, GV Narasimha Reddy, E Saibaba Reddy
Soil Dynamics and Earthquake Geotechnical Engineering: IGC 2016 Volume 3 …, 2019
62019
Effect of non-linear consolidation for radial flow on pore pressure dissipation
SRE Ayub Khan.P, Madhav M.R
Indian Geotechnical Journal 40 (1), 47-54, 2010
62010
Effect of non-linear consolidation for radial flow on pore pressure dissipation
SRE Nirmala Peter EC, Madhav M.R
Indian Geotechnical Journal 40 (1), 47-54, 2009
6*2009
Kinematics and analysis of reinforced soil wall-linear backfill response
G Narasimha Reddy, M Madhav, E Reddy
International Journal of Geotechnical Engineering 3 (1), 39-50, 2009
62009
Design and performance of soil pile slip test apparatus for tension piles
MOR E.Saibaba Reddy, D.N Chapman
Geotechnical Testing Journal 21 (2), 132-139, 1998
61998
An investigation into the behaviour of piles in sand under vertical cyclic tensile loads.
ESB Reddy
University of Nottingham, 1996
61996
An investigation into the behaviour of piles in sand under vertical cyclic tensile loads.
ESB Reddy
University of Nottingham, 1996
61996
Design of the piled raft foundations for load settlement behavior using a multiphase model
A Al-Kinani, ES Reddy
International Journal of Scientific Engineering and Technology Research 6 …, 2014
52014
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