CINECA IRIS Institutional Research Information System

SQUEGLIA, NUNZIANTE
 Distribuzione geografica
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Continente #
NA - Nord America 6.184
EU - Europa 3.574
AS - Asia 3.390
SA - Sud America 514
AF - Africa 163
OC - Oceania 50
Continente sconosciuto - Info sul continente non disponibili 5
Totale 13.880
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Nazione #
US - Stati Uniti d'America 5.983
IT - Italia 1.903
CN - Cina 1.054
SG - Singapore 1.002
HK - Hong Kong 554
BR - Brasile 397
SE - Svezia 391
DE - Germania 249
BG - Bulgaria 227
VN - Vietnam 178
GB - Regno Unito 174
CA - Canada 167
IN - India 114
UA - Ucraina 113
TR - Turchia 112
RU - Federazione Russa 100
SN - Senegal 93
FI - Finlandia 90
KR - Corea 82
FR - Francia 64
NL - Olanda 59
CH - Svizzera 54
ID - Indonesia 45
AU - Australia 42
JP - Giappone 40
AR - Argentina 28
IR - Iran 27
MY - Malesia 24
IQ - Iraq 22
GR - Grecia 21
PK - Pakistan 21
BD - Bangladesh 20
BE - Belgio 19
PL - Polonia 19
ZA - Sudafrica 19
PE - Perù 17
AT - Austria 16
CL - Cile 16
CO - Colombia 16
EC - Ecuador 16
NO - Norvegia 16
MX - Messico 15
TW - Taiwan 15
CI - Costa d'Avorio 14
PH - Filippine 12
VE - Venezuela 12
RO - Romania 11
ES - Italia 9
IE - Irlanda 8
SA - Arabia Saudita 8
AE - Emirati Arabi Uniti 7
DZ - Algeria 7
EG - Egitto 6
IL - Israele 6
MA - Marocco 6
MO - Macao, regione amministrativa speciale della Cina 6
NZ - Nuova Zelanda 6
PT - Portogallo 6
TH - Thailandia 6
TT - Trinidad e Tobago 6
UZ - Uzbekistan 6
CZ - Repubblica Ceca 5
JO - Giordania 5
NG - Nigeria 5
UY - Uruguay 5
JM - Giamaica 4
LT - Lituania 4
PY - Paraguay 4
SK - Slovacchia (Repubblica Slovacca) 4
AO - Angola 3
AZ - Azerbaigian 3
KZ - Kazakistan 3
LB - Libano 3
OM - Oman 3
AL - Albania 2
AM - Armenia 2
BB - Barbados 2
BJ - Benin 2
CR - Costa Rica 2
DK - Danimarca 2
EE - Estonia 2
ET - Etiopia 2
FJ - Figi 2
GY - Guiana 2
HR - Croazia 2
KE - Kenya 2
KG - Kirghizistan 2
NP - Nepal 2
QA - Qatar 2
SI - Slovenia 2
SS - ???statistics.table.value.countryCode.SS??? 2
TN - Tunisia 2
BQ - ???statistics.table.value.countryCode.BQ??? 1
BZ - Belize 1
CY - Cipro 1
DO - Repubblica Dominicana 1
EU - Europa 1
HU - Ungheria 1
KN - Saint Kitts e Nevis 1
LK - Sri Lanka 1
Totale 13.871
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Città #
Dallas 912
Santa Clara 566
Ashburn 553
Hong Kong 541
Singapore 504
Woodbridge 407
Ann Arbor 385
Serra 385
Chandler 360
Shanghai 337
Milan 276
Fairfield 263
Houston 253
Sofia 227
Beijing 199
Ottawa 136
Jacksonville 134
New York 132
Wilmington 118
Seattle 113
Los Angeles 112
Boardman 110
Rome 103
Hefei 102
Princeton 98
Dakar 93
Lawrence 88
Florence 84
Pisa 77
Cambridge 75
Seoul 71
Nanjing 70
Munich 54
Boulder 49
Izmir 49
Lancaster 48
São Paulo 45
Des Moines 42
Medford 42
London 39
Bern 38
Council Bluffs 38
Frankfurt am Main 38
Redwood City 38
Dong Ket 36
Istanbul 34
Buffalo 31
Redondo Beach 29
Genoa 27
Ho Chi Minh City 27
Chicago 26
Dearborn 24
Nanchang 24
San Jose 24
Jüchen 23
Changsha 22
Naples 21
Tokyo 20
Brussels 19
Shenyang 19
Bremen 18
Bari 17
Kunming 17
Hanoi 16
Lucca 16
San Diego 16
Helsinki 15
Abidjan 14
Hebei 14
Jakarta 14
Ogden 14
Paris 14
Vecchiano 14
Belo Horizonte 13
Blacksburg 13
New Delhi 13
Rio de Janeiro 13
Washington 13
Lahore 12
Nuremberg 12
Toronto 12
Warsaw 12
Baghdad 11
Fuzhou 11
Modena 11
Tianjin 11
Turin 11
Bengaluru 10
Brooklyn 10
Chengdu 10
Düsseldorf 10
Johannesburg 10
Livorno 10
Mumbai 10
Phoenix 10
Santiago 10
Stockholm 10
Tampere 10
Zurich 10
Berlin 9
Totale 9.306
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Nome #
Definition of direct and indirect types of landslide-bridge interference and a checklist for identifying and characterizing potential landslides 840
Interpretation of CPTu in “unusual” soils 358
Sicurezza e Resilienza delle Infrastrutture 322
Manuale di Ingegneria Geotecnica volume II 309
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 288
Strength and permeability parameters of compacted partially saturated silty and sandy soils 223
An update on the Tower of Pisa 221
Evaluating degree of compaction of levees using cone penetration testing 211
m-PISE: A novel numerical procedure for pile installation and soil extraction. Application to the case of Leaning Tower of Pisa 205
100 Years of Geodetic Measurements in the Piazza del Duomo (Pisa, Italy): Reference Systems, Data Comparability and Geotechnical Monitoring 194
A NOVEL FE MODEL FOR THE TOWER OF PISA 187
Numerical and experimental analysis of the leaning Tower of Pisa under earthquake 184
Innovative analysis of a buried operating pipeline subjected to strike-slip fault movement 181
Role of monitoring in historical building restoration: The case of leaning tower of Pisa 176
Effect of laboratory sample-reconstitution method on the stiffness, strength parameters and envelope of cement-mixed silts 172
Learning from the observation of failures 169
Analisi dei movimenti della Torre 166
A contribution to the comprehension of the Paganico (Lucca plain, Tuscany) 166
Analysis of existing levee systems 162
La salvaguardia della torre: studi e interventi eseguiti prima del 1990 152
CARATTERIZZAZIONE MECCANICA DEI DEPOSITI DI TERRENI MEDIANTE PROVE PENETROMETRICHE DINAMICHE ALLA LUCE DEI RISULTATI ACQUISITI NELL’AMBITO DEL PROGETTO V.E.L. DELLA REGIONE TOSCANA 152
Influenza delle condizioni di sito sulla risposta sismica locale 152
Seminari di Geotecnica: Commenti e Applicazioni delle verifiche geotecniche previste dalla recente normativa italiana (OPCM 3274 e NTC 2005) 151
Influence of Tension Stiffening on the Flexural Stiffness of Reinforced Concrete Circular Sections 151
Behavior of the Leaning Tower of Pisa: Insights on Seismic Input and Soil-Structure Interaction 150
The Leaning Tower of Pisa 147
Rilievi integrati per l’analisi dei dissesti strutturali del Battistero di San Giovanni a Pisa. Integrated Surveys for the Snalysis of the Structural Instabilities of the Baptistery of Pisa 146
Seismic reassessment of the leaning tower of Pisa: Dynamic monitoring, site response, and SSI 143
Analysis method for laterally loaded pile groups using an advanced modeling of reinforced concrete sections 141
A contribution to the comprehension of the Paganico (Lucca plain, Tuscany) 139
Caratterizzazione meccanica dei depositi di terreni mediante prove di laboratorio per analisi di risposta sismica alla luce dei risultati acquisiti nell'ambito del progetto VEL della Regione Toscana 138
Idoneità del sito e verifiche geotecniche di fondazioni superficiali ai sensi dell'O.P.C.M. 3274 e 3431, Eurocodici e Norme Tecniche per le Costruzioni: un’applicazione illustrativa 136
EFFICIENZA DI GRUPPI DI PALI SOGGETTI A CARICHI TRASVERSALI 133
Influence of soil-foundation-structure interaction on overall behaviour and diseases of a medieval building in Pisa 132
Importance of full scale tests for the design of levees 132
Electroosmosis to stabilise the leaning tower of Pisa 128
La Piazza del Duomo: sottosuolo, archeologia, storia 128
STABILITY ANALYSIS OF THE SERCHIO RIVER FLOOD PLAIN EMBANKMENTS (TUSCANY, ITALY) 128
USE OF CPT FOR SOIL PROFILING OF INTERMEDIATE SOILS: A NEW APPROACH 127
Soil Testing: a Critical Analysis in the Framework of EC8 and OPCM 3274 127
The rebuilding of San Piero a Grado bell tower 120
Manuale di Ingegneria Geotecnica 119
KIN SP: A boundary element method based code for single pile kinematic bending in layered soil 119
Movimenti della fondazione della Torre 118
Effect of laboratory sample-reconstitution method on the stiffness and strength parameters 117
Laterally loaded single pile response considering the influence of suction and non-linear behaviour of reinforced concrete sections 117
Analisi di fondazioni su pali soggette a forze orizzontali 117
Evaluation of the degree of compaction of levees by a CPT- based method 116
PRaFULL: A method for the analysis of piled raft foundation under lateral load 115
GEOTECHNICAL CHARACTERIZATION OF THE FLOOD PLAIN EMBANKMENTS OF THE SERCHIO RIVER (TUSCANY, ITALY) 113
Analisi della pendenza: origine ed evoluzione nel tempo 112
Liquefaction Potential Assessment of Silty and Silty-Sand Deposits: A Case Study 112
Adeguamento degli argini del Fiumer Serchio: Aspetti Geotecnici 112
Analysis of Laterally Loaded Piled Raft Foundation 112
An Example of teaching slope stability from true case histories: three year experience 110
APPLICABILITA' DI PROVE PENETROMETRICHE STATICHE NELLA RICOSTRUZIONE DEL PROFILO STRATIGRAFICO 109
Use of mini CPT to evaluate degree of compaction in fine grained soils 107
Seismic analysis of a buried operating steel pipeline with emphasis on the equivalent-boundary conditions 105
MODELLI FISICI E ANALISI NUMERICHE PER LO STUDIO DEL MOTO DI FILTRAZIONE IN UN ARGINE SPERIMENTALE 103
Il Battistero di San Giovanni in Pisa 103
Doctoral courses (in geotechnical engineering): What has been changing in Italy in the last 30 years 103
Studi ed interventi del Comitato Internazionale: aspetti geotecnici 101
Gli interventi di stabilizzazione definitiva 99
INNOVATIVE TRIAXIAL/RESONANT COLUMN EQUIPMENT 99
Prove Penetrometriche Dinamiche 99
INTERAZIONE CINEMATICA PALO-TERRENO IN PRESENZA DI STRATI LIQUEFACIBILI: ANALISI FEM VS. METODI SEMPLIFICATI 98
One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil 97
Sull’uso dei bender elements per la misura di G0 in laboratorio 95
Bayesian Updating of a Finite Element Model of the Leaning Tower of Pisa 94
Gli interventi di stabilizzazione temporanea 94
null 94
Long term geodetic measurements in the Piazza del Duomo (Pisa, Italy) and its relevance for monitoring of Leaning Tower 93
RIUTILIZZO DELLA FRAZIONE FINE PROVENIENTE DALLE LAVORAZIONI DI UNA CAVA DI CALCARE PER LA REALIZZAZIONE DI UN ARGINE RESISTENTE ALL’AZIONE EROSIVA 93
Numerical Assessment of Laterally Loaded Pile Group Efficiency 93
Surrogation and Bayesian updating of a finite element model of the Leaning Tower of Pisa 93
Analysis of r.c. single pile lateral response considering the influence of tension stiffening 92
LA ROTTURA ARGINALE: RESPONSABILITA' CIVILI E PENALI 91
A case history on levee external erosion 91
On the influence of pile discretization in single pile kinematic analysis using a boundary element method (BEM) based approach 91
METODO INNOVATIVO PER LA VALUTAZIONE DELLO STATO DI COMPATTAZIONE DEI RILEVATI ARGINALI MEDIANTE PROVE CPT E DMT 90
An innovative method to evaluate degree of compaction of river embankments using CPT 90
Deep learning of structural changes in historical buildings: the case study of the Pisa tower 90
Application of EC8 in practice: assessment of soil type and liquefaction risk 88
Innovative Triaxial/Resonant Column Equipment 86
Innovative use of Bender Elements in Triaxial Cell for the measurement of G0 86
null 85
Geotechnical Engineering Practice and the Implementation of the Eurocode Approach in Italy 84
Studio dei metodi per la stabilizzazione della Torre 82
The restoration of San Paolo Church in Pisa: Geotechnical aspects 82
GENERAL REPORT - SESSION 3 78
Lesson learned from liquefaction potential assessment of silty sand deposits in a case study in Italy 77
An innovative method to evaluate degree of compaction of river embankments 77
2d fem analyses for the evaluation of seismic performance of single pile and pile group-supported structure in liquefiable soil 77
Assessment of Factors Contributing to Levees Stability 76
CONTROLLO DEL GRADO DI COMPATTAZIONE DI RILEVATI ARGINALI MEDIANTE CPT 75
Geotechnical engineering practice and the implementation of Eurocode approach in Italy 74
Simplified assessment of pile-head kinematic demand in layered soil 73
Effects of Environmental Conditions on Historic Buildings: Interpretable Versus Accurate Exploratory Data Analysis 71
Sensitivity Analysis on the FE Model Parameters of the Leaning Tower of Pisa 69
Assessment of EC8 and Italian Code Prescriptions for Seismic Actions 66
Totale 13.409
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Categoria #
all - tutte 38.344
article - articoli 0
book - libri 0
conference - conferenze 0
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 0
Totale 38.344
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021330 0 0 0 0 0 0 44 47 64 31 29 115
2021/20221.009 19 91 60 55 178 140 16 52 47 21 90 240
2022/20231.378 168 142 97 104 109 153 42 111 256 10 108 78
2023/20241.286 149 115 122 86 198 218 107 36 33 54 38 130
2024/20253.500 53 133 41 215 421 399 350 177 333 404 372 602
2025/20262.846 255 680 841 307 408 343 12 0 0 0 0 0
Totale 14.118