Publications
A thermo-plastic constitutive law for brittle-plastic behavior of rocks at high temperatures." Pure and Applied Geophysics 143, no. 1-3 (1994): 483-510.
"Thermoplastic modeling of undrained failure of saturated clay due to heating." Soils and Foundations 31, no. 3 (1991): 1-16.
"Thermoplastic modeling of undrained failure of saturated clay due to heating." Soils and Foundations 31, no. 3 (1991): 1-16.
"Thermoplasticity of saturated clays: Experimental constitutive study." Asce J. of Geotech. Engrg. 116, no. 12 (1990): 1778-1796.
"Thermoplasticity of saturated soils and shales: Constitutive equations." Journal of Geotechnical Engineering 116, no. 12 (1990): 1765-1777.
"Thermo-poro-mechanics of chemically active creeping faults. 1: Theory and steady state considerations." Journal of Geophysical Research: Solid Earth 119, no. 6 (2014): 4558-4582.
"Thermo-poro-mechanics of chemically active creeping faults: 2. Transient considerations." Journal of Geophysical Research: Solid Earth 119, no. 6 (2014): 4583-4605.
"Thermo-poro-mechanics of chemically active creeping faults: 3. the role of serpentinite in episodic tremor and slip sequences, and transition to chaos." Journal of Geophysical Research: Solid Earth 119, no. 6 (2014): 4606-4625.
" "Thermoporomechanics of creeping landslides: The 1963 Vaiont slide, northern Italy." Journal of Geophysical Research: Earth Surface 112, no. 3 (2007).
"Thermoporomechanics of landslides. A review of the Vaiont slide." European Journal of Environmental and Civil Engineering 14, no. 8-9 (2010): 1185-1198.
"Thermoporomechanics of landslides: A review of the vaiont slide." European Journal of Environmental and Civil Engineering 14, no. 8-9 (2010): 1185-1198.
"A three-scale cracking criterion for drying soils." Acta Geophysica (2014): 1049-1059.
"Three-scale multiphysics finite element framework (FE3) modelling fault reactivation." Computer Methods in Applied Mechanics and Engineering 365 (2020): 112988.
"Total porosity of tight rocks: A welcome to the heat transfer technique." Energy & Fuels 30, no. 12 (2016): 10072-10079.
"Transport Through a Clay Barrier with the Contaminant Concentration Dependent Permeability." Transport in Porous Media 29, no. 2 (1997): 159-178.
"UNIFIED APPROACH TO THE MODELLING OF LIQUEFACTION AND CYCLIC MOBILITY OF SANDS." Soils and Foundations 21, no. 4 (1981): 13-28.
"Uniqueness and localization-I. Associative and non-associative elastoplasticity." International Journal of Solids and Structures 28, no. 2 (1991): 197-213.
"Uniqueness and localization-II. Coupled elastoplasticity." International Journal of Solids and Structures 28, no. 2 (1991): 215-224.
"On uniqueness and strain localization in plane strain and plane stress elastoplasticity." Mechanics Research Communications 17, no. 1 (1990): 15-23.
"Use of porosity in models of consolidation." Journal of Engineering Mechanics 124, no. 2 (1998): 237-239.
"A viscoplastic approach for pore collapse in saturated soft rocks using REDBACK: An open-source parallel simulator for Rock mEchanics with Dissipative feedBACKs." Computers and Geotechnics 74 (2016): 211-221.
"A visco-plastic framework for interface processes in sedimentary reservoir rocks at HPHT conditions." Geomechanics for Energy and the Environment 22 (2020).
"Water-mineral interaction in hygromechanics of clays exposed to environmental loads: a mixture-theory approach." Canadian Geotechnical Journal 29, no. 6 (1992): 1071-1086.
"Weak phases production and heat generation control fault friction during seismic slip." Nature Communications 11, no. 1 (2020).
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