Abstract: Abstract This study introduces a semiempirical model characterizing the shear behavior of infilled rock fractures, accounting for both the roughness of rock fracture walls and the presence of unsaturated fine-grained infill ...

Abstract: AbstractThis study evaluated the stabilization of expansive soils using a three-phase approach combining nanoconditioning and electrokinetics. Phase 1 assessed the effects of nanoconditioning through lab tests, comparing ...