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Harry F. Martindale IV, P.E.
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Year
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
132013
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
92010
Rate-dependent behavior of clay
HF Martindale IV
72011
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
32010
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 Internal Geotechnical Report 2011-3
H Martindale, D Basu
22011
Constitutive model for rate dependent behavior of clay
H Martindale, D Bas
Internal Geotechnical Report, 2011
12011
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
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