| A strain-rate dependent clay constitutive model with parametric sensitivity and uncertainty quantification H Martindale, T Chakraborty, D Basu Geotechnical and Geological Engineering 31, 229-248, 2013 | 13 | 2013 |
| Assessment of the PY method for laterally loaded pile in sand W Higgins, H Martindale, T Chakraborty, D Basu Indian Geotechnical conference, 833-836, 2010 | 9 | 2010 |
| Rate-dependent behavior of clay HF Martindale IV | 7 | 2011 |
| Two-surface viscoplastic sand model for high rate loading H Martindale, W Higgins, T Chakraborty, D Basu Proc., Int. Conf. on Geotechnical Engineering. Tunisia, North Africa …, 2010 | 3 | 2010 |
| A Rate Dependent Constitutive Model for Clay H Martindale, T Chakraborty, D Basu GeoCongress 2012 State of the Art and Practice in Geotechnical Engineering …, 0 | 3* | |
| Constitutive model for rate dependent behavior of clay H Martindale, D Bas Internal Geotechnical Report, 2011 | 1 | 2011 |
| CONSTITUTIVE MODEL FOR RATE DEPENDENT BEHAVIOR OF CLAY Internal Geotechnical Report 2011-3 H Martindale, D Basu | 1 | 2011 |
| TWO-SURFACE VISCOPLASTIC SAND MODEL FOR DISASTER MITIGATION W Higgins, H Martindale, D Basu, T Chakraborty Geotechnical Engineering For Disaster Mitigation And Rehabilitation And …, 2011 | | 2011 |
| Two-surface viscoplastic sand model for high rate loading W Higgins, H Martindale, T Chakraborty, D Basu 2nd International Conference on Geotechnical Engineering, Hammamet, Tunisia, 2010 | | 2010 |
| Soil constitutive model for sustainable Geotechnical design W Higgins, H Martindale, T Chakraborty, D Basu | | 2010 |
Tanusree ChakrabortyIndian Institute of Technology (IIT) DelhiDirección de correo verificada de civil.iitd.ac.in
