Saeed Tourchi

A Non‐Isothermal Viscoplastic Framework for Assessing Shaft Resistance in Energy Geostructures

ABSTRACT This study presents a coupled thermo‐hydro‐mechanical (THM) num erical investigation of shaft resistance degradation in geothermal piles embedded in low‐permeability clays. A thermo‐viscoplastic constitutive model is developed to simulate the pile–soil interface behavior...