C. T. Gnanendran - Concepedia

Author

C. T. Gnanendran

Also Known As

C Gnanendran, C T Gnanendran, C. T. Gnanendran, C.T. Gnanendran, Carthigesu Gnanendran, Carthigesu T. (Rajah) Gnanendran, Carthigesu T. Gnanendran, Carthigesu Thiagarajah Gnanendran, Gnanendran, Carthigesu T.

Publications

1.7K

Citations

H-Index

Concepts

All Affiliations

Australian Defence Force Academy UNSW Sydney University of Canberra UNSW Canberra

About

C. T. Gnanendran is an author at Australian Defence Force Academy specializing in civil engineering, engineering, and geotechnical engineering.

Top Concepts

#	Concept	H-Index	Publications	Citations
1	Engineering	23	37	1.5K
2	Civil Engineering	23	34	1.4K
3	Construction Engineering	13	14	370
4	Environmental Engineering	3	3	97
5	Data Science	1	1	58

C. T. Gnanendran

Publications

1.5K

Citations

H-Index

Page 1

	Year	Citations
On equivalent granular void ratio and steady state behaviour of loose sand with fines Md Mizanur Rahman, S. R. Lo, C. T. Gnanendran Canadian Geotechnical Journal Pavement EngineeringEngineeringMechanical EngineeringSoil MechanicsGranular Medium	2008	265
Modified state parameter for characterizing static liquefaction of sand with fines D. Bobei, S. R. Lo, Dariusz Wanatowski, Canadian Geotechnical Journal EngineeringMechanical EngineeringSoil-structure InteractionMechanics ModelingGeotechnical Engineering	2009	134
An experimental study of a footing located on a sloped fill: influence of a soil reinforcement layer A. P. S. Selvadurai, C. T. Gnanendran Canadian Geotechnical Journal Pavement EngineeringEngineeringSloped FillSoil-structure InteractionStructural Engineering	1989	87
Linkage between static and cyclic liquefaction of loose sand with a range of fines contents M. A. L. Baki, Md Mizanur Rahman, S. R. Lo, Canadian Geotechnical Journal LiquefactionEngineeringSoil LiquefactionMechanical EngineeringSoil-structure Interaction	2012	76
Laboratory assessment of electro-osmotic stabilization of soft clay V. Jeyakanthan, C. T. Gnanendran, S.‐C. R. Lo Canadian Geotechnical Journal Geotechnical EngineeringHydrogeologySoft ClayClay MineralEngineering	2011	62
Reply to the discussion by Wanatowski and Chu on “On equivalent granular void ratio and steady state behaviour of loose sand with fines”Appears in the Canadian Geotechnical Journal,<b>46</b>(4): 482. Md Mizanur Rahman, S. R. Lo, C. T. Gnanendran Canadian Geotechnical Journal EngineeringMeasurementGranular MediumCanadian Geotechnical JournalEarth Science	2009	58
Predicting the long-term performance of a wide embankment on soft soil using an elastic–viscoplastic model Md Rajibul Karim, C. T. Gnanendran, S.‐C. R. Lo, Canadian Geotechnical Journal Pavement EngineeringEngineeringMechanical EngineeringSoil MechanicsWide Embankment	2010	55
Long-term performance of a wide embankment on soft clay improved with prefabricated vertical drains S. R. Lo, J. Mak, C. T. Gnanendran, Canadian Geotechnical Journal EngineeringWide EmbankmentSoil MechanicGeotechnical EngineeringSoft Clay	2008	45
Characterization of Cementitiously Stabilized Granular Materials for Pavement Design Using Unconfined Compression and IDT Testings with Internal Displacement Measurements J. Piratheepan, C. T. Gnanendran, S.‐C. R. Lo Journal of Materials in Civil Engineering Geotechnical EngineeringHighway PavementEngineeringGeotechnical PropertyCivil Engineering	2009	44
Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis Md Rajibul Karim, G. Manivannan, C. T. Gnanendran, Canadian Geotechnical Journal Nonlinear Creep FunctionEngineeringMechanical EngineeringSoil MechanicsHorizontal Permeability	2011	44

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