Srinivasa S Nadukuru, Ph.D., P.E.
Srinivasa S Nadukuru, Ph.D., P.E.
Geotechnical Engineer, Geosyntec Consultants
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Cited by
Cited by
Arching in distribution of active load on retaining walls
SS Nadukuru, RL Michalowski
Journal of geotechnical and geoenvironmental engineering 138 (5), 575-584, 2012
Three-dimensional limit analysis of slopes with pore pressure
RL Michalowski, SS Nadukuru
Journal of Geotechnical and Geoenvironmental Engineering 139 (9), 1604-1610, 2013
Static fatigue, time effects, and delayed increase in penetration resistance after dynamic compaction of sands
RL Michalowski, SS Nadukuru
Journal of Geotechnical and Geoenvironmental Engineering 138 (5), 564-574, 2012
Three-dimensional displacement analysis of slopes subjected to seismic loads
SS Nadukuru, RL Michalowski
Canadian geotechnical journal 50 (6), 650-661, 2013
Assessment of the behavior of buried concrete pipelines subjected to ground rupture: experimental study
J Kim, SS Nadukuru, M Pour-Ghaz, JP Lynch, RL Michalowski, ...
Journal of Pipeline Systems Engineering and Practice 3 (1), 8-16, 2012
Maturing of contacts and ageing of silica sand
RL Michalowski, Z Wang, SS Nadukuru
Géotechnique 68 (2), 133-145, 2018
Using electrical, magnetic and acoustic sensors to detect damage in segmental concrete pipes subjected to permanent ground displacement
M Pour-Ghaz, J Kim, SS Nadukuru, SM O’Connor, RL Michalowski, ...
Cement and Concrete Composites 33 (7), 749-762, 2011
Behavior of full-scale concrete segmented pipelines under permanent ground displacements
J Kim, S O'Connor, S Nadukuru, JP Lynch, R Michalowski, RA Green, ...
Health Monitoring of Structural and Biological Systems 2010 7650, 257-267, 2010
Damage detection and health monitoring of buried concrete pipelines
AS Bradshaw
Prediction and Simulation Methods for Geohazard Mitigation, 489-494, 2009
Combined Seepage and Slope Stability Analysis of a Landfill Cover System
N Sid, M Zhu, G Cuneyt, B Rudolph
Geotechnical Frontiers 2017: Waste Containment, Barriers, Remediation, and …, 2017
Static Fatigue: A Key Cause of Time Effects in Sand.
SS Nadukuru
Stress corrosion cracking and relaxation of deviatoric stress after dynamic compaction of sand
RL Michalowski, SS Nadukuru
37th Solid Mechanics Conf, 6-10, 2010
Performance and damage evolution of plain and fibre-reinforced segmental concrete pipelines subjected to transverse permanent ground displacement
M Pour-Ghaz, J Wilson, R Spragg, SSS Nadukuru, J Kim, SM O’Connor, ...
Structure and Infrastructure Engineering 14 (2), 232-246, 2018
Contact fatigue: A key mechanism of time effects in silica sand
RL Michalowski, SS Nadukuru
Geomechanics from micro to macro : proceedings of the TC105 ISSMGE …, 2014
3D analysis of steep slopes subjected to seismic excitation
SS Nadukuru, T Martel, RL Michalowski
Geo-Frontiers 2011: Advances in Geotechnical Engineering, 3546-3555, 2011
Response of a buried concrete pipeline to ground rupture: A full-scale experiment and simulation
SS Nadukuru, J Kim, S O’Connor, M Pour-Ghaz, RL Michalowski, ...
Proc., 5th Int. Conf. Earthquake Geotechnical Engineering, 10-13, 2011
Static fatigue or maturing of contacts in silica sand
RL Michalowski, Z Wang, D Park, SS Nadukuru
Proceedings of GeoShanghai 2018 International Conference: Fundamentals of …, 2018
Underground sensing strategies for the health assessment of buried pipelines
SM O'Connor, JP Lynch, M Pour-Ghaz, SS Nadukuru, RL Michalowski, ...
Underground Sensing, 417-453, 2018
Maturing of contacts and ageing of silica sand
RL Michalowski, Z Wang, SS Nadukuru, G Mesri, T Kane
Géotechnique 69 (8), 748-749, 2019
Static fatigue at grain contacts: a key cause of time effects in sand
SS Nadukuru, RL Michalowski
Geo-Congress 2014: Geo-characterization and Modeling for Sustainability, 731-740, 2014
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