C. Gnanendran

发表

The effect of drained pre-shearing on the undrained behaviour of loose sand with a small amount of fines

M. Rahman, D. Wanatowski, S. Lo, 2013 .

Modified state parameter for characterizing static liquefaction of sand with fines.

D. Wanatowski, S. Lo, Mizanur Rahman, 2009 .

Construction and performance of a full-scale geotextile reinforced test embankment, Sackville, New Brunswick

Arun J. Valsangkar, Carthigesu T. Gnanendran, R. K. Rowe, 1995 .

Review of constitutive models for describing the time dependent behaviour of soft clays

M. Karim, C. Gnanendran, Md. Rajibul Karim, 2014 .

Long-term performance predictions in ground improvements with vacuum assisted Prefabricated Vertical Drains

C. Gnanendran, P. Kumarage, 2019, Geotextiles and Geomembranes.

A new elastic-viscoplastic model with a new yield surface

R. Karim, C. Gnanendran, 2010 .

Strain measurement and interpretation of stabilising force in geogrid reinforcement

Carthigesu T. Gnanendran, A.P.S. Selvadurai, A. Selvadurai, 2001 .

A numerical approach for electro osmotic consolidation in soft soils

S. Lo, C. Gnanendran, V. Jeyakanthan, 2009 .

Long-Term Time-Dependent Behavior of Surcharged Preloaded Embankment

C. Gnanendran, M. N. Islam, S. Sivakumar, 2014 .

Experimental and numerical investigations of the behaviour of footing on geosynthetic reinforced fill slope under cyclic loading

Md. Jahid Iftekhar Alam, S. Lo, C. Gnanendran, 2018, Geotextiles and Geomembranes.

EM 3273 Elastic-Viscoplastic Model for Clays : Development , Validation , and Application

C. Gnanendran, M. Islam, 2019 .

Finite Element Simulations of an Elasto-Viscoplastic Model for Clay

M. Massoudi, C. Gnanendran, M. Islam, 2019, Geosciences.

Non-Associated Flow Rule-Based Elasto-Viscoplastic Model for Clay

C. Gnanendran, M. Islam, 2020, Geosciences.

Linkage between static and cyclic liquefaction of loose sand with a range of fines contents

S-Cr Lo, Mizanur Rahman, Carthigesu T. Gnanendran, 2012 .

Interpretation of Cone Penetration Test Data of an Embankment for Coupled Numerical Modeling

C. Gnanendran, M. Islam, Sivaharini Sivakumar, 2021, Applied Mechanics.

Elastic-Viscoplastic Model for Clays: Development, Validation, and Application

C. Gnanendran, M. N. Islam, 2017, 1801.01835.

Behaviour of piles subjected to passive loading due to embankment construction

S-Cr Lo, Carthigesu T. Gnanendran, M. R. Karim, 2014 .

Predicting the long-term performance of a geogrid-reinforced embankment on soft soil using two-dimensional finite element analysis

S-Cr Lo, Carthigesu T. Gnanendran, M. R. Karim, 2011 .

Predicting the long-term performance of a wide embankment on soft soil using an elastic–viscoplastic model

S-Cr Lo, Carthigesu T. Gnanendran, M. R. Karim, 2010 .

A new elastic visco-plastic model for time dependent behaviour of normally consolidated and lightly over-consolidated clays

Carthigesu T. Gnanendran, Rajibul Karim, R. Karim, 2008 .

Review of visco-plastic soil models for predicting the performance of embankments on soft soils

M. Karim, C. Gnanendran, 2008 .

Geotextile strain in a full scale reinforced test embankment

R. Kerry Rowe, Carthigesu T. Gnanendran, R. K. Rowe, 1994 .

On equivalent granular void ratio and steady state behaviour of loose sand with fines

S-Cr Lo, Mizanur Rahman, Carthigesu T. Gnanendran, 2008 .

The effect of drained pre-shearing on the undrained behaviour of loose sand with a small amount of fines

M. Rahman, D. Wanatowski, S. Lo, 2012, Acta Geotechnica.

An experimental study of a footing located on a sloped fill: influence of a soil reinforcement layer

Carthigesu T. Gnanendran, A. P. S. Selvadurai, A. Selvadurai, 1989 .

Reply to the discussion by Wanatowski and Chu on On equivalent granular void ratio and steady state behaviour of loose sand with fines

S-Cr Lo, Mizanur Rahman, Carthigesu T. Gnanendran, 2009 .

Modelling the settlement behaviour of a strip footing on sloping sandy fill under cyclic loading conditions

S-Cr Lo, Carthigesu T. Gnanendran, Md. Jahid Iftekhar Alam, 2017 .

Behaviour of a Strip Footing Near Slope Crest Under Vertical Cyclic Loading

M. Islam, C. Gnanendran, C. T. Gnanendran, 2012 .

Laboratory assessment of electro-osmotic stabilization of soft clay

JeyakanthanV., C. Gnanendran, V. Jeyakanthan, 2011 .

Consolidation and Creep Settlement of Embankment on Soft Clay: Prediction Versus Observation

Carthigesu T. Gnanendran, M. R. Karim, M. Karim, 2013 .

Prediction of Embankments’ Time-Dependent Behavior on Soft Soils: Effects of Preloading, Surcharging, and Choice of Lab Versus Field Test Data for Soft Soil Parameters

Carthigesu T. Gnanendran, M. N. Islam, S. T. Sivakumar, 2015 .

Canadian Case Histories of Embankments on Soft Soils and Stabilization with Geosynthetics

Arun J. Valsangkar, Carthigesu T. Gnanendran, R. Kerry Rowe, 2015 .

Chapter 27 Case histories of embankments on soft soils and stabilisation with geosynthetics: Canadian experience

Arun J. Valsangkar, Carthigesu T. Gnanendran, R. Kerry Rowe, 2005 .

Slope Stability under Cyclic Foundation Loading - Effect of Loading Frequency

Carthigesu T. Gnanendran, Md. Ariful Islam, C. Gnanendran, 2013 .

Behaviour of Two Closely Spaced Strip Footings Placed on a Stiff Clay Bed under Cyclic Loading

Carthigesu T. Gnanendran, Md. Ariful Islam, C. Gnanendran, 2013 .

Development of a low-cost geotechnical model testing facility

Carthigesu T. Gnanendran, Md. Ariful Islam, Md. Ariful Islam, 2012 .