A)
LIBRI O CAPITOLI DI LIBRI/
BOOKS OR BOOK CHAPTERS
NOVA
R. (1978) Geotecnica Edizioni CLUP pp.222
NOVA
R: (1983) “Stabilità dei muri di sostegno, fondazioni ed opere in terra in
presenza di azioni sismiche” in A. Castellani Costruzioni in zona sismica Masson
Italia Editori,117-133
CONTRO
R., NOVA R. (1982) "Modelli fisici e matematici del
legame sforzi deformazioni e del comportamento a collasso della muratura"
in 'Il
comportamento statico e sismico delle strutture murarie' ed. Sacchi
Landriani e Riccioni, Edizioni CLUP, 15-86.
NOVA R. (1982) "A constitutive model for
soil under monotonic and cyclic loading" in Soil Mechanics: Transient and
Cyclic loading”, G. N. Pande, O. C. Zienkiewicz eds,
Wiley, 343-373
NOVA R. (1985) "Mathematical modelling of
soil behaviour including numerical methods", in 'Geotechnical Engineering in
FLAVIGNY E., NOVA R. (1990) "Viscous
properties of geomaterials" in Rheology of geomaterials,,
F. Darve editor, Elsevier,27-54
NOVA R. (2001) “Plastizitaetstheoretische
Behandlung geotechnisher Probleme“, in ‘Grundbau-Taschenbuch Teil 1 Geotechnische Grundlagen’ U.Smoltczyk
editor, Ernst und Sohn, cap 1.7,
307-346
NOVA R. (2001) ‘Sinfonietta Classica: a strainhardening
model for soils and soft rocks’ in ‘, Handbook of material behavior
models’, J.Lemaitre editor, Academic Press,
11.9, 1146-1153
NOVA
R. (2002) Fondamenti di Meccanica delle Terre McGraw-Hill Italia, pp 359
NOVA R. (2002) Modelling of soil behaviour:
from micro-mechanical analysis to macroscopic description, in Modeling and mechanics of granular and porous
materials, G. Capriz, V.N. Ghionna and P. Giovine eds., Birkhauser, 85-127
NOVA R. (2002) “Treatment of geotechnical
ultimate limit states by the theory of plasticity“, in ‘Geotechnical Engineering Handbook
Volume 1 Fundamentals’ U.Smoltczyk editor,
Ernst & Sohn, 313-352
M.
MAUGERI, R. NOVA (eds.) (2003) Geotechnical analysis of seismic
vulnerability of monuments and historical sites, Pàtron,
Bologna, pp. 330
NOVA R. (2004) ‘Development of Elastoplastic
Strain hardening Models of Soil Behaviour’ in Degradations and
Instabilities in Geomaterials, F. Darve & I.Vardoulakis eds., Springer Verlag, 35-76
NOVA R. (2004) ‘Slope Failure and the Loss of
Controllability of the Incremental Response of a Soil Specimen Subject to an
Arbitrary Loading Programme’ in Degradations and Instabilities in Geomaterials, F. Darve & I.Vardoulakis
eds., Springer Verlag, 179-196
CALVETTI F., NOVA R. (2004) ‘Micromechanical Approach to
Slope Stability Analysis’ in Degradations and Instabilities in Geomaterials, F. Darve & I.Vardoulakis
eds., Springer Verlag, 235-254
R.NOVA (2005) Fondements de
NOVA R., (2006) Modelling weathering effects on the
mechanical behaviour of natural building stones, in Fracture and failure
of natural building stones – Applications in the Restoration of Ancient Monuments . S.K. Kourkoulis ed., Springer, Doordrecht,
The
NOVA R. (2008)
La controlabilité des essais géotechniques et ses
relations avec l’instabilité des sols, in
Micromécanique de la rupture dans les
milieux granulaires F. Nicot & R. Wan Eds.,
Hermes Science Lavoisier, Ch. 1, 29-66
R.NOVA (2008) Meccanica delle Costruzioni Geotecniche, CittàStudi Edizioni, Novara, pp. 232
R. NOVA, R. CASTELLANZA (Eds.) (2009) Dissesti indotti dall’alterazione di rocce evaporitiche, Pàtron, Bologna, pp. 190
CORRADI L., NOVA R. (1974) "A comparative
study of bounding techniques in dynamic shakedown of elastoplastic
structures"
CONTRO R., CORRADI L., NOVA R.
(1977) "Large displacement analysis of elastoplastic structures", Solid Mech. Arch., 2, 433-475.
NOVA R. (1977) "On the
hardening of soils" Archiw. Mech. Stos. 29, 3, 445-458.
ZYTYNSKY M., RANDOLPH M. F.,
NOVA R., WROTH C. P. (1978) "On modelling the unloading-reloading
behaviour of soils"
NOVA R., WOOD D. M. (1978)
"An experimental programme to define the yield function for sand" Soils and Foundations 18, 4, 77-86.
NOVA R., WOOD D. M. (1979) "A constitutive
model for sand in triaxial compression"
HUECKEL T., NOVA R. (1979)
"Some hysteresis effects of the behaviour of geological media",
NOVA R. (1980) "The
failure of transversely isotropic rocks in triaxial compression"
I. J. Rock Mech. Min. Sc. 17, 6, 325-332.
NOVA R., HUECKEL T. (1981)
"An engineering theory of soil behaviour in unloading and reloading" Meccanica 16, 3,
136-148.
NOVA R., HUECKEL T. (1981)
"A unified approach to the modelling of liquefaction and cyclic
mobility" Soils and Foundations
21, 13-28.
NOVA R., SACCHI G. (1982) "A model of the
stress strain relationship of orthotropic geological media" J. Mech. Theor. App. 1, 6, 927-949.
BALDI G., NOVA R. (1984) "Membrane
penetration effects in triaxial testing" J. Geotech. Eng. D.-ASCE,
110, 3, 403-420.
NOVA R. (1986) "An extended Cam Clay model
for soft anisotropic rocks” Computers and
Geotechnics, 2, 69-88.
NOVA R. (1986) "Soil models as a basis for
modelling the behaviour of geophysical materials" Acta Mechanica, 64, 31-44.
NOVA R. (1986) "A Short note on shear
Bands as Characteristics" Meccanica, 22, 43-55.
DE BUHAN P., MANGIAVACCHI R., NOVA R.,
PELLEGRINI G., SALENCON J. (1989) "Yield design of reinforced earth
structures by a homogeneization method", Géotechnique, 39,
2, 189-201.
CANETTA, NOVA R. (1989) "A numerical
method for the analysis of ground improved by columnar inclusions" Computers and Geotechnics,
special issue on "Soil Reinforcement" de Buhan,
Gourc and Nova eds., 7, 1-2, 99-114.
NOVA R., ZANINETTI A. (1990) "An
investigation into the tensile behaviour of a schistose rock"
BOULON M., NOVA R. (1990) "Modelling of
Soil-Structure interface behaviour:a
comparison between elastoplastic and rate type
laws" Computers and Geotechnics, 9, 21-46
NOVA R., MONTRASIO L. (1991) "Settlements
of shallow foundations on sand" Géotechnique, 41, 2, 243-256
LANIER J., DI PRISCO C., NOVA R., (1991)
"Etude experimentale et
analyse théorique de l'anisotropie
induite du sable d'Hostun"
Revue Française
de Géotechnique, 57, 59-74.
DI PRISCO C., NOVA R. (1991) "Stress dilatancy of sand at small stress ratio states"Discussion,
Soils and Foundations,31,2,184-187.
DI PRISCO C., NOVA R., (1992) "A
constitutive model for soil reinforced by continuous threads" Geotextiles and Geomembranes,
12, 161-178
CHEHADE W., SHAHROUR I., NOVA R. (1992)
"Validation file for an elastoplastic strainhardening model of soil behaviour" Computers and Geotechnics,
14, 1-20.
NOVA R., (1994)
"Controllability of the incremental response of soil specimens subjected
to arbitrary loading programmes" J.
Mech. Behav. Mater. ,5,2, 193-201
DI PRISCO C., MATIOTTI R., NOVA R., (1995)
"Theoretical investigation of the undrained
stability of shallow submerged slopes" Géotechnique, 45,3, 479-496
LAGIOIA R., NOVA R., (1995) "An
experimental and theoretical study of the behaviour of a calcarenite
in triaxial compression" Géotechnique, 45,4, 633-648
MONTRASIO L., NOVA R., (1997) "Settlements
of shallow foundations on sand: geometrical effects" Géotechnique, 47,1,49-60
NOVA R. (1997) “On the modelling of the
mechanical effects of diagenesis and weathering” ISRM News Journal, 4,2,
15-20
IMPOSIMATO S., NOVA R. (1998) “An investigation
on the uniqueness of the incremental response of elastoplastic
models for virgin sand” Mechanics of
Cohesive Frictional Materials, 3, 65-87
NICOLINI E., NOVA R. (2000) “Modellling of a tunnel excavation in a non-cohesive soil
improved with cement mix injections “, Computers
and Geotechnics, 27, 4, 249-272
VATSALA A., NOVA R., SRINIVASA MURTHY B.R.
(2001) ‘Elastoplastic model for cemented soil’ J. Geotechnical and Geoenvironmental
Engineering ASCE, 127,8, 679-687
TAMAGNINI
C., CASTELLANZA R., NOVA R. (2002) ” A Generalized Backward Euler algorithm for
the numerical integration of an isotropic hardening elastoplastic
model for mechanical and chemical
degradation of bonded geomaterials” I. J. Numer. Anal. Meth. Geomech., 26, 10,
963-1004
TAMAGNINI C., CASTELLANZA R., NOVA R. (2002) ”Implicit integration of constitutive equations in
computational plasticity” Rev. Fran. Génie Civil, 6,6, 1051-1067
CASTELLANZA R., NOVA R., TAMAGNINI C. (2002)”
Mechanical effects of chemical degradation of bonded geomaterials
in boundary value problems” Rev. Fran. Génie Civil, 6,6, 1169-1192
NOVA R.
CASTELLANZA R. TAMAGNINI C. (2003) “A constitutive model for bonded geomaterials subject to mechanical and/or chemical
degradation”
NOVA R. (2004) ‘The role of non-normality in
Soil Mechanics and some of its mathematical consequences’ Computers and Geotechnics, 31,3, 185-191
CASTELLANZA R., NOVA R. (2004) ‘Oedometric
Tests on Artificially Weathered Carbonatic Soft
Rocks’ J. Geotechnical and Geoenvironmental Engineering ASCE, 130, 7, 728-739
NOVA R. (2004) ‘Controllability of geotechnical testing’ Rev. Fran. Génie Civil, 8, 613-634
DI PRISCO C., NOVA R., CORENGIA A. (2004) ‘A model for
landslide-pipe interaction analysis’ Soils
and Foundations, 44, 1-12
CALVETTI F., DI PRISCO C., NOVA R. (2004) “Experimental and
numerical analysis of pipeline-landslide interaction” J. Geotechnical and Geoenvironmental
Engineering ASCE, 12, 1292-1299
NOVA, R. (2005) "A Simple Elastoplastic
Model for Soils and Rock," In Soil
Constitutive Models: Evaluation, Selection and Calibration, ASCE, Yamamuro, J.A. and Kaliakin,
V.N., (Eds.), Geotechnical Special Publication No. 128, 380-399.
ARROYO,
M., CASTELLANZA, R., NOVA, R. (2005) "Compaction bands and oedometric tests in cemented soils" Soils & Foundations, 45, 2, 181-195
COVIELLO
A., LAGIOIA R., NOVA R. (2005) ‘On the measurement of the tensile strength of
soft rocks’. Rock Mechanics & Rock
Engineering 38,4, 251-273
NOVA R.,
ARROYO, M., NOVA R., TSIGE M. (2006) Microstructure and compactive instabilities of a stabilised residue. Journal
of Materials in Civil Engineering, ASCE, 18, 2, 272-283
DI PRISCO
C., MASSIMINO M., MAUGERI M., NICOLOSI, NOVA R., (2006) Cyclic
numerical analysis of Noto cathedral: soil structure
interaction modelling Rivista Italiana di Geotecnica, 40, 2, 49-64
FERNANDEZ-MERODO
J.-A., CASTELLANZA R., MABSOUT M., PASTOR M., NOVA R., PARMA M. (2007) Coupling
transport of chemical species and damage of bonded geomaterials,
Computers and Geotechnics
, 34, 200-215
UTILI S.,
NOVA R. (2007) On the optimal profile of a slope, Soils & Foundations, 47, 4, 717-729
BECCI B., NOVA R., BAU’ A., HAYKAL R. (2007) Prove di
carico su pali di grande diametro mediante l’impiego di celle Osterberg, Rivista
Italiana di Geotecnica, 41,4, 9-29
NOVA R., PARMA M., CASTELLANZA R., (2008) Settlements of foundations on soft rocks Rivista Italiana di Geotecnica 42,2, 10-22
CASTELLANZA
R., GEROLIMATOU E., NOVA R., (2008) An attempt to predict the failure time of
abandoned mine pillars, Rock Mechanics
& Rock Engineering 41,3, 377-401
GEROLIMATOU
E., NOVA R., (2008) An analysis of chamber filling effects on the remediation
of flooded gypsum mines, Rock Mechanics
& Rock Engineering 41,3, 403-419
SHIRATO
M., PAOLUCCI R., KOUNO T., NAKATANI S., FUKUI J., NOVA R., DI PRISCO C.(2008)
Numerical simulation of model tests of pier-shallow foundation systems
subjected to earthquake loads using an elasto-uplift-plastic
macro element, Soils and Foundations,
48,5, 693-711
UTILI S.,
NOVA R., (2008) DEM analysis of bonded granular geomaterials,
BUSCARNERA G., R., NOVA R. (2009) Loss of
controllability in partially saturated soils, European Journal of Environmental and Civil Engineering, 13, 2,
235-250
CASTELLANZA
R., GEROLYMATOU E., NOVA R. (2009) Experimental observations and modelling of
compaction bands in oedometric tests on high porosity
soft rocks, International Journal of
Strain,
C)
GENERAL REPORTS O PLENARY
LECTURES
JAMIOLKOWSKI M., LANCELLOTTA R., MARCHETTI S.,
NOVA R., PASQUALINI E., (1979) "General report design parameters for soft
clay", 7th ECSMFE, Brighton,
State-of-the-art-volume 1-39.
HUECKEL T., NOVA R. (1983) "General
lecture: Anisotropic failure criteria for geotechnical materials; recent
trends" Proc. I. Colloq. CNRS n. 351
'Failure criteria of structured media' Villard de Lans,
21-68.
NOVA R. (1992)
"Mathematical modelling of natural and engineered geomaterials"
general lecture 1st E.C.S.M. Munchen, Eur.J. Mech. A/Solids, 11,Special
issue, 135-154.
NOVA R., BOULON M., GENS A. (1995)
"Numerical modelling and information technology in geotechnical engineering
and engineering geology" General report, session 6, Proc. XI ECSMFE, Copenhagen, 9, 105-138
NOVA R., LAGIOIA R. (1996) “Soft Rocks:
Behaviour and Modelling” Keynote lecture, Proc.
Eurock ’96,
NOVA R (2005) ‘Elastoplastic
models for soils and soft rocks’. In‘Prediction and
simulation methods in Geomechanics’ State of the
art report, TC 34 ISSMGE, F. Oka editor, 19-24
NOVA R.
(2006) Simple modelling of the complex behaviour of
soft rocks
Proc. First Euro Mediterranean Symposium on Advances
in Geomaterials and Structures
D) INVITED LECTURES O
PROCEEDINGS DI WORKSHOPS CON REFEREES
NOVA R., SACCHI G. (1979)
"A generalized failure condition for orthotropic solids" Proc. Coll. Int. CNRS n. 295 Mechanical Behavior of Anisotropic Solids, Villard de Lans, publ. 1982 J.-P. Boehler ed., .623-642
NOVA R. (1985)
"Predictions of Ko variation with time for
normally consolidated clays" in 'Constitutive
laws of Soils' 11th ICSMFE.
NOVA R. (1982) "A model of soil behaviour
in plastic and hysteretic ranges. Part I
- monotonic loading" Proc. Int.
workshop 'Constitutive modelling of soils behaviour' Villard de Lans, published 1984, 289-309.
NOVA R. (1988) "Sinfonietta
classica: an exercise on classical soil
modelling" Proc. Symp.
Constitutive Equations for Granular non- cohesive soils,
NOVA R. (1989) “Liquefaction, stability,
bifurcations of soil via strain-hardening plasticity”
Proc. Int. Works. Numer. Meth. Localis. and Bifurcat.
of granular bodies ,
DI PRISCO C., NOVA R., LANIER J., (1993)
"A mixed isotropic-kinematic hardening constitutive law for sand" in Modern Approaches to Plasticity, D. Kolymbas ed., Elsevier, 83-124
DI PRISCO C., NOVA R., (1994) "Stability
problems related to static liquefaction of loose sand" in “ Localisation and Bifurcation Theory for
Soils and Rocks” Chambon, Desrues,
Vardoulakis eds., Balkema, 59-72
JOMMI C., NOVA R., GOMIS F. (1995)
"Numerical analysis of a reinforced earth wall via a homogeneization
method" Invited lecture Proc. NUMOG 5, Pande and Pietruszczack eds. Davos, 231-236
NOVA R., IMPOSIMATO S. (1997) “Non-uniqueness
of the incremental response of soil specimens under true-triaxial
stress paths” Invited lecture Proc. VI NUMOG, Pande and Pietruszczak eds,
CROSTA G., IMPOSIMATO S., NOVA R. (1997)
“Instability analysis of submarine slopes” Invited
lecture Proc. Progressive failure in geomechanics, Adachi et al. eds., Nagoya, 689-694
IMPOSIMATO S., NOVA R. (1998).”Instabilities of
loose sand specimens in undrained tests” Localisation and Bifurcation Theory for
Soils and Rocks, Adachi,
NICOLINI E., NOVA R. (1999) “Numerical
modelling of the injections of cement mixes in granular soils “, Invited lecture Proc. NUMOG 7, Graz, G.N.Pande, S.Pietruszczak, H.Schweiger eds., Balkema,
601-607
NOVA R. (2000) “Modelling weathering effects on
the mechanical behaviour of granite“, in “Perspectives
and Developments of Hypoplasticity“, D. Kolymbas editor, 397-411
NOVA R., IMPOSIMATO S. (2001).”Analysis of instability conditions for normally
consolidated soils”, IUTAM Symposium
Theoretical and Numerical Methods in Continuum Mechanics of Porous Materials,
NOVA R. (2001) “Some open questions in
modelling the mechanical behaviour of soil’’Invited
lecture, Proc. IS Torino ’99, Torino, Jamiolkowski, Lancellotta and Lo Presti eds., Balkema, 2,
1349-1356
IMPOSIMATO S., NOVA R. (2001).”On the value of the second order work in homogeneous tests on loose
sand specimens”, Bifurcation and
Localisation theory in Geomechanics,
NOVA R., CASTELLANZA R. (2001) ‘Modelling
weathering effects on the mechanical behaviour of soft rocks’ Invited lecture Golden Jubilee Indian Institute of Science,
ICCE 2001, Interline Publishing1, 157-167
NOVA R. (2001) ‘Analysis of the stability of
slopes’, invited lecture, XV Congrès Français de Mécanique, Nancy, 729-734
DI PRISCO C., NOVA R., SIBILIA A. (2002) ‘Analysis
of soil-structure interaction of towers under cyclic loading’ invited lecture, Proc. NUMOG 8, Rome, G.N.Pande & S.
Pietruszczak editors, Swets & Zeitlinger, Lisse, 637-642
NOVA R.
(2003) “ The failure concept in soil mechanics revisited” in Bifurcations and Instabilities in Geomechanics J.F. Labuz &
A. Drescher eds. , Balkema,
Lisse, 3-16
DI PRISCO
C., NOVA R., SIBILIA A. (2003) ‘Shallow footings under cyclic loading:
experimental behaviour and constitutive modelling’ in ‘Geotechnical analysis of seismic vulnerability of monuments and
historical sites’ M.Maugeri & R. Nova
editors, Pàtron, Bologna, 99-121
DI PRISCO
C., NOVA R., PEROTTI F., SIBILIA A. (2003) ‘Analysis of soil-foundation
interaction of tower structures under cyclic loading’ in ‘Geotechnical analysis of seismic vulnerability of monuments and
historical sites’ M.Maugeri & R. Nova
editors, Pàtron, Bologna, 123-136
NOVA R., CASTELLANZA R., TAMAGNINI C. (2004) ‘A
constitutive model for mechanical and thermal loading of bonded geomaterials based on the concept of plasticity with
extended hardening’, invited lecture, Proc.
NUMOG 9, Ottawa, G.N.Pande & S. Pietruszczak editors, Balkema,
Leiden, 51-56
CALVETTI F., NOVA R., CASTELLANZA R. (2004) ‘Modelling the
subsidence induced by degradation of abandoned mines’ invited lecture, Proc. Int. Symp. Continuous
and discontinuous modelling of cohesive frictional materials, Vermeer,
Ehlers, Herrmann & Ramm eds., Stuttgart, Taylor
& Francis Group, London, 137-148
NOVA R.
(2006) Constitutive modelling of bonded geomaterials
with unstable structure, in Modern Trends
in Geomechanics W.Wu
& H.S.Yu eds., Springer, 129-142
NOVA R.,
(2007) Modelling the behaviour of bonded geomaterials
under chemical attack, in Constitutive Modelling
– Development, Implementation, Evaluation and Application J-H Yin, X-S Li,
A. T. Yeung & C.S. Desai eds,
Hong Kong, 28-38
CASTELLANZA
R., GEROLYMATOU E., NOVA R.,(2007) Abandoned mine remediation measures by
chamber filling with granular materials , invited lecture, Proc. NUMOG X, Rhodes, G.N.Pande & S.
Pietruszczak editors, Taylor & Francis Group,
London, 365-371
BUSCARNERA
G., R., NOVA R. (2009) Modelling the onset of instability in oedometric tests on unsaturated bonded soils, Proc. 1st COMGEO, S. Pietruszczak,
G.N. Pande, C. Tamagnini
& R. Wan eds,
226-238
E)
RIVISTE NAZIONALI/ NATIONAL
JOURNALS
HUECKEL T., NOVA R. (1979)
"On paraelastic hysteresis of soils and rocks" Bulletin Acad. Polon. Scienc., 27, 1, 49-55.
NOVA
R. (1979) "Un modello costitutivo per l'argilla" Riv. It. Geotec. 13, 1, 37-54.
NOVA
R. (1980) "Osservazioni sull'anisotropia della resistenza a taglio delle
argille" Riv. It. Geotecn. 14,
234-246.
NOVA
R. (1980) "Basi concettuali e impiego nella pratica progettuale dei
modelli costitutivi del terreno" Riv.
It. Geotec., 15, 2, 78-97.
NOVA
R. (1981) "Su alcune correlazioni empiriche con l'indice di
plasticità" Riv. It. Geotec., 15, 3, 170-175.
HUECKEL
T., NOVA R. (1981) "Sulla degradazione ciclica delle argille” Riv. It. Geotec, 15, 4, 233-234.
GIODA
G., NOVA R. (1982) "Un'analisi pseudo bidimensionale della consolidazione
in argille con permeabilità anisotropa" Riv. It. Geotec., 16, 1, 7-21.
MANGIAVACCHI
R., NOVA R., PELLEGRINI G. (1986) "Analisi di muri di sostegno in terra
rinforzata" Riv. It. Geotec.,20, 3, 149-160.
DOLCI
P., MOR G., NOVA R. (1986) "Analisi sperimentale di un modello ridotto di
paratia a mensola in terreno granulare” Riv. It. Geotec.,
20, 4, 209-219.
BECCI
B., NOVA R. (1987) "Un metodo di calcolo automatico per il progetto di
paratie" Riv. It. Geotec., 21, 1, 33-47.
BRIGNOLI
E., NOVA R., ODORIZZI P. (1987) "Influenza dell'anisotropia dello stato
tensionale sulle proprietà dinamiche del terreno" Riv. It. Geotec.,
21, 2, 53-60.
MONTRASIO
L., NOVA R. (1988) "Assestamenti di una fondazione
modello sotto carico inclinato: risultati sperimentali e modellazione
matematica" Riv. It. Geotec.,
22, 1, 35-50.
NOVA
R., MONTRASIO L. (1995) "Un' analisi di
stabilita' del Campanile di Pisa" Riv.
It. Geotec., 29,2, 83-93
CANETTA
G., CAVAGNA B., NICOLINI E., NOVA R. (1997) “Analisi degli spostamenti indotti
dalle fasi di scavo di una galleria metropolitana” Riv.It. Geot., 31, 3, 41-62
NOVA R.
(2004) ‘Teaching Soil Mechanics for Civil
Engineering Students of the Informatic Age’ (in
Japanese) Tsuchi-to-Kiso,
JGS, 52,2, 28-30
CORRADI L., NOVA R. (1974) "Estimates of
maximum deformations in inelastic beams and frames under variable repeated
loads" Proc. Discr.
Meth. in Engineering, Segrate, 361-374.
HUECKEL T., NOVA R. (1979) "Hysteresis
behaviour of soil and rocks" Trans. V
SMiRT,
NOVA R., HUECKEL T. (1980) "A geotechnical
stress variables approach to cyclic behaviour of soils" Proc. "Behaviour of soils under cyclic
and transient loading"
NOVA R. (1981)
"Mathematical modelling of cyclic behaviour of soils" Proc. 'Geotechnical aspects
of coastal and off-shore structures'
NOVA R. (1982) "A viscoplastic constitutive model for normally consolidated
clay" Proc. IUTAM Symp. on Deformation and Failure of Granular
materials Delft, 1, 287-295.
BORSETTO M., IMPERATO L., NOVA R., PEANO A.
(1983) "Effects of pressuremeter of finite
length in soft clay" Proc. Int.
conf. 'In Situ Testing' Paris, 2, 211-215.
NOVA R. (1985) "An engineering approach to
shear band formation in geological media" Proc. 5th ICONMIG,
NOVA R. (1985) "Mathematical modelling of
anisotropic clays" Proc. 11th ICSMFE,
CANCELLI A., NOVA R. (1985) "Landslides in
soil debris cover triggered by rainstorms in Valtellina
(Central Alps Italy)" Proc., IV
Intern. Conf. and Field Workshop on Landslides, 267-272,
NOVA R. (1986) "A constitutive model for
anisotropic granular media" 2nd
NUMOG, Pande and Van Impe
eds., Ghent., 1, 123-130
NOVA R., BECCI B. (1986) "A method for analysis and design for
flexible retaining structures" Proc.
Int. Symp. Interactions soils structures, Paris, 657-644.
CIVIDINI A., NOVA R., ROSSI
D., SALANI S. (1987) "Unconfined flow through earth dams" Proc. 9th ECSMFE,
BOTTI E., CANETTA G., NOVA
R., PEDUZZI R. (1988) "An application of a strain hardening model to the
design of tunnels in sand" Proc. 6th
ICONMIG,
BARLA G., BECCI B., COLOMBO A., NOVA R.,
PEDUZZI R. (1988) "A method for the analysis and design of flexible
retaining structures. Application to a strutted
excavation" Proc. 6th ICONMIG,
CANETTA G., NOVA R. (1989) "Numerical
modelling of a circular foundation over vibrofloted
sand" 3rd NUMOG, Niagara Falls, 215-222.
NOVA R. (1991) "A note on sand
liquefaction and soil stability" 3rd
Int. Conf. Constitutive Laws
of
DI PRISCO C., NOVA R., COLOMBO A. (1991) " Mathematical modelling of the mechanical behaviour of
grouted sand " Int. Conf. Soil and rock improvement in underground works, Milano, 379-387
CANETTA G., CONTA R., NOVA R. (1991) "A backanalysis of an underground tunnel in grouted sand"
Int. Conf. Soil and
rock improvement in underground works, Milano ,311-320
AMAGLIANI
U., BALOSSI RESTELLI A., CANETTA G., COLOMBO A., NOVA R. (1991)
"Settlement of a tall building induced by a tunnel excavation" 10th ECSMFE, Firenze, 2, 781-786
NOVA R., MONTRASIO L. (1991) "Analysis of
settlements of shallow foundations on sand" 10th ECSMFE,
DI PRISCO C., NOVA R. (1992)
"Isotropic versus kinematic hardening in the mathematical modelling of soil
behaviour' Complas III,
DI PRISCO C., MATIOTTI R.,
NOVA R. (1992) "A mathematical model of grouted sand allowing for strength
degradation" NUMOG IV, Pande and Pietruszczack eds.,
GENS A., NOVA R., (1993) "Conceptual bases
for a constitutive model for bonded soils and weak rocks" Int.Symp. Hard soils-soft rocks,
LAGIOIA R., NOVA R., (1993)
"A constitutive model for soft rocks” Int.Symp. Hard soils-soft rocks,
CALVETTI F., LUGAN A., NOVA R. (1995)
"Micromechanical analysis of a Schneebeli
material specimen" NUMOG 5, Pande and Pietruszczack eds.,Davos, 51-56
NOVA R.,DI PRISCO C.
(1995) "Effects of induced anisotropy on the behaviour of sand and their
modelling via strainhardening plasticity",
Plasticity 95,
MATIOTTI R., DI PRISCO C., NOVA R. (1995)
"Experimental observations on static liquefaction of loose sand" 1st I.C. Geotechnical
Earthquake Engineering,
CANETTA G.,CAVAGNA B., NOVA R. (1996) “Experimental
and numerical tests on the excavation of a railway tunnel” Proc. Geotechnical
Aspects of Underground Construction in
Soft Ground, London, Mair and Taylor eds., Balkema, 479-484
GOTTELAND Ph., GOURC J.-P., JOMMI C., NOVA R.
(1996) “Finite difference analysis of geotextile
reinforced walls” Proc. Geosyntetics: Applications,
Design and Construction, The Hague, De Groot, Den Hoedt and Temaat eds., Balkema, 503-510
CALVETTI F., GENCHI R:, NESTA L., NOVA R.
(1997) “Numerical simulation of rock block impacts on rigid sheds” Proc. VI NUMOG, Montreal, Pande
and Pietruszczak eds, Balkema, 635-640
FONTANA P., LAGIOIA R., NOVA R. (1998)
“Subsidence and wellbore stability during the excavation of oil wells” Proc. II Int. Symp. Hard Soils Soft Rocks ,
DI PRISCO C., IMPOSIMATO S., NOVA R.
(1999).”Sand specimen undrained mechanical response
to instantaneous load increments” Proc. Plasticity ’99,
NICOLINI E., NOVA R. (1999) “Evaluation of some
modelling procedures of the grouted arch above an underground tunnel in sand “,
Proc. XII
ECSMFE,
NOVA R., CASTELLANZA R. (1999) “The effect of
rock weathering on the geostatic stress state “, Proc. J-P. Boehler
Memorial Symposium,
CALVETTI F., DI PRISCO C., NOVA R: (2001)
’Modelling of pipeline-landslide interaction’ Powders and Grains 2001,
NOVA R.
(2001) ‘Notes for a new soil mechanics syllabus for civil engineering
curricula’ in ‘Deformation of earth materials’ F.Oka
ed., Sendai, 85-96
TAMAGNINI
C., CASTELLANZA R., NOVA R. (2002). “Numerical
integration of elastoplastic constitutive equations
for geomaterials with extended hardening rules”,
Proc. NUMOG 8,
CASTELLANZA
R., NOVA R., TAMAGNINI C. (2002). “Weathering induced
subsidence of a circular foundation”, Proc. NUMOG 8,
CASTELLANZA R., NOVA R. (2003) “Compaction
bands in oedometric tests on cemented granular soils’
Proc. Int. Symp.
Prediction and
Simulation Methods in Geomechanics,
NOVA R. , DI PRISCO C. (2003) ‘The macroelement
concept and its application in geotechnical engineering’ Proc. Int. Symp. FONDSUP 2003, J.-P. Magnan
and N. Droniuc eds, Paris, Presse ENPC,1, 389-396
COCCHETTI G., DI PRISCO C., GALLI A., NOVA R. (2004)
‘Coupled elastoplastic model of soil pipe interaction
along unstable slopes’ Proc.Int. Symp on
Landslides, Rio de Janeiro, W. Lacerda, M.
Ehrlich, S. Fontoura & A. Sayao
eds., Taylor and Francis Group, London, 2, 1097-1102
GALLI A , COCCHETTI G., DI PRISCO C., NOVA R. (2005) ‘Elastoplastic numerical analyses of pipelines subject to
soil movement’ Proc. Int. Symp. IACMAG,
NOVA R., ARROYO M. (2005) An
attempt to model compaction instabilities of stabilized residues. Proc. Int.
Conf. Powders & Grains,
CALVETTI F., NOVA R. (2005) Micro-macro relationships from
DEM simulated element and in-situ tests. Proc. Int. Conf. Powders & Grains,
CALVETTI F., NOVA R., UTILI S. (2005) On
modelling rock slope retreat by the Discrete Element Method. Proc. Int.
Conf. Powders & Grains,
CALVETTI F., NOVA R., CASTELLANZA R. (2005) Weathering of soft rocks: continuum and discrete approaches Proc. Int. Conf. Powders & Grains, Stuttgart, Taylor & Francis Group, London,
665-669
NOVA R.,
UTILI S.,
NOVA R. (2006) Weathering induced slope retrogression by limit analysis Proc. Symp. Int.
ELU/ULS Géotechnique, Droniuc,
Magnan & Mestat eds, Marne-la-Vallée,
Editions LCPC 403-412
BUSCARNERA
G., R., NOVA R. (2008) Loss of controllability in partially saturated soils 2nd Euromediterranean
Symposium on Advances in Geomaterials and Structures,
Hammamet 5-7/5/2008, 3, 481-486
UTILI S.,
NOVA R. (2008) A study of cliffs subject to degradation by DEM (PFC2D) in Continuum and Distinct Element Numerical
Modelling in Geo-Engineering , Hart, Detournay
& Cundall eds., Itasca Consulting Group,
UTILI S., NOVA R. (2008) Calibration of micromechanical parameters to
reproduce a frictional cohesive continuum by the Distinct Element Method, Proc. 12th I.C. IACMAG Goa, 163-170
BETTI D:, BUSCARNERA G., CASTELLANZA R. & NOVA R. (2008)
Numerical analysis of the life-time of an abandoned gypsum mine, Proc. 12th I.C. IACMAG Goa, 1210-1218
BECCI B., NOVA R. (2008) Experimental and numerical assessment of Osterberg load tests on large bored piles in sand, Proc. 33rd Annual Conference on Deep Foundations & 11th International
Conference on Piling and Deep Foundations, New York, 225-233
GEROLYMATOU
E., CASTELLANZA R., NOVA R. & VARDOULAKIS I. (2009) The weathering of the
foundation of the Tholos of Asklepios
at Epidaurus: experiments and modelling, Proc.
1st COMGEO, S. Pietruszczak,
G.N. Pande, C. Tamagnini
& R. Wan eds, 597-607
G)
ATTI DI
CONVEGNI NAZIONALI/ PROCEEDINGS OF NATIONAL CONFERENCES
BALDI
G., NOVA R. (1983) "Effetti della penetrazione della membrana in prove di
liquefazione R" 15 Cong. Naz. Geotecnica, Spoleto, 1, 3-12.
NOVA
R. (1983) "L'interpretazione meccanica del comportamento dei terreni
sottoposti a carico ciclico" 15 Cong. Naz. Geotecnica, Spoleto, 1, 3-12.
MONTRASIO
L., NOVA R. (1988) "Un metodo di calcolo degli assestamenti di fondazioni
superficiali sottoposte all'azione di carichi eccentrici e inclinati" I
Convegno Naz. CNR-Geotecnica, Monselice, II, 141-152.
NOVA
R. (1990) "Deformabilità, resistenza, modelli costitutivi delle rocce
tenere" III Ciclo Conferenze MIR, Torino
NOVA
R., (1993) "Modellazione del comportamento di terreni consolidati per
cementazione nel progetto di gallerie" relazione di panel XVIII Conv. Naz.
Geotecnica, Rimini, 2, 111-119
ANZANI
A., JOMMI C., NOVA R. (1995) "Un metodo di omogeneizzazione per terreni
rinforzati da armature membranali" XIX Conf. Naz. Geotecnica, Pavia,
1,17-26
DE
COL R., JOMMI C., NOVA R. (1995) "Progetto di sperimentazione su muri in
terra rinforzata in vera grandezza" XIX Conf. Naz. Geotecnica, Pavia,
1,237-246
NICOLINI
E., NOVA R. (1997) “Modellazione numerica della procedura di consolidamento per
lo scavo di una galleria in terrreno granulare” IV Convegno Naz. CNR
Geotecnica, Perugia, 1, 329-348
NOVA R. (2006) Analisi e progetto di paratie in prossimita’ di costruzioni esistenti. Relazione di Panel, XXI Convegno Nazionale di Geotecnica, L’Aquila, Patron, 124-134
CASTELLANZA R., NOVA R., PARMA M. (2006) Cedimenti di fondazioni superficiali indotti dalla degradazione chimica del subtrato roccioso V Convegno Naz. Ricercatori di Ingegneria Geotecnica, Bari, Ed. Hevelius, 99-112
CASTELLANZA R., NOVA R. (2009) Caratterizzazione meccanica di gessi ed anidriti con particolare riferimento a fenomeni degradativi, in Dissesti indotti dall’alterazione di rocce evaporitiche, R. Nova & R. Castellanza (eds), Pàtron, Bologna, 97-123
NOVA R., CASTELLANZA R. (2009) Analisi delle condizioni statiche della miniera di Santa Brigida e degli effetti dell’intervento previsto per il risanamento, in Dissesti indotti dall’alterazione di rocce evaporitiche, R. Nova & R. Castellanza (eds), Pàtron, Bologna, 127-141