GALLIPOLI, DOMENICO

GALLIPOLI, DOMENICO  

100024 - Dipartimento di Ingegneria civile, chimica e ambientale  

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Risultati 1 - 20 di 83 (tempo di esecuzione: 0.027 secondi).
Titolo Data di pubblicazione Autore(i) File
A bounding surface compression model with a unified virgin line for saturated and unsaturated soils 1-gen-2017 Gallipoli, D.; Bruno, A. W.
A bounding surface hysteretic water retention model for deformable soils 1-gen-2015 Gallipoli, D.; Bruno, A. W.; D'Onza, F.; Mancuso, C.
A bounding surface mechanical model for unsaturated cemented soils under isotropic stresses 1-gen-2020 Bruno, A. W.; Gallipoli, D.; Rouainia, M.; Lloret-Cabot, M.
A comparative study of high capacity tensiometer designs 1-gen-2020 Mendes, J.; Gallipoli, D.; Boeck, F.; Tarantino, A.
A comparative study of the effects of particle grading and compaction effort on the strength and stiffness of earth building materials at different humidity levels 1-gen-2021 Cuccurullo, A.; Gallipoli, D.; Bruno, A. W.; Augarde, C.; Hughes, P.; La Borderie, C.
A constitutive model for unsaturated soils with consideration of inter-particle bonding 1-gen-2014 Hu, R.; Liu, H. -H.; Chen, Y.; Zhou, C.; Gallipoli, D.
A coupled hydromechanical bounding surface model predicting the hysteretic behaviour of unsaturated soils 1-gen-2019 Bruno, A. W.; Gallipoli, D.
A geotechnical perspective of raw earth building 1-gen-2017 Gallipoli, D.; Bruno, A. W.; Perlot, C.; Mendes, J.
A hysteretic soil-water retention model accounting for cyclic variations of suction and void ratio 1-gen-2012 Gallipoli, D.
A methodology for the formulation of water retention models in deformable soils 1-gen-2022 Gallipoli, D.; Bruno, A. W.
A new procedure for the determination of soilwater retention curves by continuous drying using high-suction tensiometers 1-gen-2011 Lourenco, S. D. N.; Gallipoli, D.; Toll, D. G.; Augarde, C. E.; Evans, F. D.
A sequential method for selecting parameter values in the barcelona basic model 1-gen-2010 Gallipoli, D.; D'Onza, F.; Wheeler, S. J.
A unified small-strain shear stiffness model for saturated and unsaturated soils 1-gen-2021 Biglari, M.; Ashayeri, I.; Gallipoli, D.; Moradpour, S.
A water retention model accounting for void ratio changes in double porosity clays 1-gen-2021 De la Morena, G.; Navarro, V.; Asensio, L.; Gallipoli, D.
Advances in Enzyme Induced Carbonate Precipitation and Application to Soil Improvement: A Review 1-gen-2022 Saif, Ahsan; Cuccurullo, Alessia; Gallipoli, Domenico; Perlot, Céline; Bruno, AGOSTINO WALTER
An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour 1-gen-2003 Gallipoli, D.; Gens, A.; Sharma, R.; Vaunat, J.
An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour 1-gen-2004 Gallipoli, D; Gens, A; Sharma, R; Vaunat, J; Robles, J; Hoyos, Lr
An extension of Broms’ theory to unsaturated soils 1-gen-2023 Lalicata, L. M.; Bruno, A. W.; Gallipoli, D.
An overview of the remaining challenges of the RILEM TC 274‐TCE, testing and characterisation of earth‐based building materials and elements 1-gen-2021 Fabbri, A.; Morel, J. C.; Aubert, J. -E.; Bui, Q. -B.; Gallipoli, D.; Ventura, A.; Reddy, V. B. V.; Hamard, E.; Pele-peltier, A.; Abhilash, H. N.
Analysis of unsaturated seepage in infinite slopes by means of horizontal ground infiltration models 1-gen-2022 Bianchi, D; Gallipoli, D; Bovolenta, R; Leoni, M