CINECA IRIS Institutional Research Information System

SQUEGLIA, NUNZIANTE
 Distribuzione geografica
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Continente #
NA - Nord America 6.791
AS - Asia 3.900
EU - Europa 3.887
SA - Sud America 565
AF - Africa 187
OC - Oceania 50
Continente sconosciuto - Info sul continente non disponibili 5
Totale 15.385
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Nazione #
US - Stati Uniti d'America 6.572
IT - Italia 2.012
SG - Singapore 1.132
CN - Cina 1.117
HK - Hong Kong 573
BR - Brasile 426
SE - Svezia 397
VN - Vietnam 313
DE - Germania 267
BG - Bulgaria 227
GB - Regno Unito 198
CA - Canada 176
IN - India 143
FR - Francia 142
TR - Turchia 121
UA - Ucraina 118
FI - Finlandia 115
RU - Federazione Russa 101
SN - Senegal 95
JP - Giappone 87
KR - Corea 83
NL - Olanda 72
CH - Svizzera 59
ID - Indonesia 53
AU - Australia 42
BD - Bangladesh 39
IQ - Iraq 39
AR - Argentina 33
PK - Pakistan 31
MY - Malesia 28
IR - Iran 27
ZA - Sudafrica 25
BE - Belgio 22
PL - Polonia 22
CO - Colombia 21
GR - Grecia 21
ES - Italia 20
CL - Cile 19
EC - Ecuador 18
MX - Messico 18
PE - Perù 17
AT - Austria 16
CI - Costa d'Avorio 16
NO - Norvegia 16
VE - Venezuela 16
PH - Filippine 15
TW - Taiwan 15
RO - Romania 13
SA - Arabia Saudita 10
DZ - Algeria 9
IE - Irlanda 9
UZ - Uzbekistan 9
PT - Portogallo 8
AE - Emirati Arabi Uniti 7
CZ - Repubblica Ceca 7
JO - Giordania 7
MA - Marocco 7
TT - Trinidad e Tobago 7
EG - Egitto 6
ET - Etiopia 6
IL - Israele 6
MO - Macao, regione amministrativa speciale della Cina 6
NZ - Nuova Zelanda 6
TH - Thailandia 6
JM - Giamaica 5
KG - Kirghizistan 5
NG - Nigeria 5
PY - Paraguay 5
UY - Uruguay 5
LB - Libano 4
LT - Lituania 4
NP - Nepal 4
SK - Slovacchia (Repubblica Slovacca) 4
AO - Angola 3
AZ - Azerbaigian 3
CR - Costa Rica 3
HR - Croazia 3
KE - Kenya 3
KZ - Kazakistan 3
OM - Oman 3
RS - Serbia 3
TN - Tunisia 3
AL - Albania 2
AM - Armenia 2
BB - Barbados 2
BJ - Benin 2
BO - Bolivia 2
CG - Congo 2
CY - Cipro 2
DK - Danimarca 2
EE - Estonia 2
FJ - Figi 2
GY - Guiana 2
HU - Ungheria 2
PA - Panama 2
PS - Palestinian Territory 2
QA - Qatar 2
SI - Slovenia 2
SS - ???statistics.table.value.countryCode.SS??? 2
BA - Bosnia-Erzegovina 1
Totale 15.367
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Città #
Dallas 918
Ashburn 593
Singapore 592
Santa Clara 570
Hong Kong 559
Woodbridge 407
San Jose 387
Ann Arbor 385
Serra 385
Chandler 361
Shanghai 337
Milan 281
Fairfield 263
Houston 256
Sofia 227
Beijing 210
New York 138
Ottawa 136
Jacksonville 134
Los Angeles 120
Wilmington 119
Seattle 113
Boardman 110
Rome 109
Hefei 102
Princeton 98
Dakar 95
Lawrence 88
Florence 87
Pisa 84
Cambridge 75
Nanjing 72
Seoul 71
Lauterbourg 70
Ho Chi Minh City 65
Council Bluffs 60
Tokyo 57
Hanoi 54
Munich 54
Boulder 49
Izmir 49
Frankfurt am Main 48
Lancaster 48
São Paulo 48
Des Moines 42
Medford 42
London 41
Helsinki 40
Bern 38
Istanbul 38
Redwood City 38
Dong Ket 36
Buffalo 33
Genoa 33
Chicago 29
Redondo Beach 29
Naples 26
Dearborn 24
Nanchang 24
Jüchen 23
Brussels 22
Changsha 22
Orem 22
Turin 20
Baghdad 19
Shenyang 19
Bari 18
Bremen 18
Kunming 17
Abidjan 16
Columbus 16
Lahore 16
Lucca 16
Paris 16
San Diego 16
Chennai 15
Jakarta 15
Warsaw 15
Zurich 15
Hebei 14
New Delhi 14
Ogden 14
Rio de Janeiro 14
Toronto 14
Vecchiano 14
Basingstoke 13
Belo Horizonte 13
Blacksburg 13
Nuremberg 13
Washington 13
Johannesburg 12
Montreal 12
Mumbai 12
Santiago 12
Chengdu 11
Fuzhou 11
Guangzhou 11
Modena 11
Stockholm 11
The Dalles 11
Totale 10.216
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Nome #
Definition of direct and indirect types of landslide-bridge interference and a checklist for identifying and characterizing potential landslides 864
Interpretation of CPTu in “unusual” soils 398
Manuale di Ingegneria Geotecnica volume II 361
Sicurezza e Resilienza delle Infrastrutture 357
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 315
An update on the Tower of Pisa 240
Strength and permeability parameters of compacted partially saturated silty and sandy soils 238
Evaluating degree of compaction of levees using cone penetration testing 230
100 Years of Geodetic Measurements in the Piazza del Duomo (Pisa, Italy): Reference Systems, Data Comparability and Geotechnical Monitoring 221
m-PISE: A novel numerical procedure for pile installation and soil extraction. Application to the case of Leaning Tower of Pisa 220
A NOVEL FE MODEL FOR THE TOWER OF PISA 212
Numerical and experimental analysis of the leaning Tower of Pisa under earthquake 199
Innovative analysis of a buried operating pipeline subjected to strike-slip fault movement 189
Role of monitoring in historical building restoration: The case of leaning tower of Pisa 183
Learning from the observation of failures 180
Effect of laboratory sample-reconstitution method on the stiffness, strength parameters and envelope of cement-mixed silts 179
Analisi dei movimenti della Torre 175
A contribution to the comprehension of the Paganico (Lucca plain, Tuscany) 175
Analysis of existing levee systems 174
Behavior of the Leaning Tower of Pisa: Insights on Seismic Input and Soil-Structure Interaction 164
Influence of Tension Stiffening on the Flexural Stiffness of Reinforced Concrete Circular Sections 163
La salvaguardia della torre: studi e interventi eseguiti prima del 1990 162
Influenza delle condizioni di sito sulla risposta sismica locale 159
Seminari di Geotecnica: Commenti e Applicazioni delle verifiche geotecniche previste dalla recente normativa italiana (OPCM 3274 e NTC 2005) 158
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 158
The Leaning Tower of Pisa 158
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 157
Seismic reassessment of the leaning tower of Pisa: Dynamic monitoring, site response, and SSI 153
Analysis method for laterally loaded pile groups using an advanced modeling of reinforced concrete sections 150
EFFICIENZA DI GRUPPI DI PALI SOGGETTI A CARICHI TRASVERSALI 148
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 146
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 145
A contribution to the comprehension of the Paganico (Lucca plain, Tuscany) 144
Importance of full scale tests for the design of levees 144
STABILITY ANALYSIS OF THE SERCHIO RIVER FLOOD PLAIN EMBANKMENTS (TUSCANY, ITALY) 140
Influence of soil-foundation-structure interaction on overall behaviour and diseases of a medieval building in Pisa 140
USE OF CPT FOR SOIL PROFILING OF INTERMEDIATE SOILS: A NEW APPROACH 137
La Piazza del Duomo: sottosuolo, archeologia, storia 136
Electroosmosis to stabilise the leaning tower of Pisa 132
Manuale di Ingegneria Geotecnica 131
KIN SP: A boundary element method based code for single pile kinematic bending in layered soil 131
Soil Testing: a Critical Analysis in the Framework of EC8 and OPCM 3274 131
GEOTECHNICAL CHARACTERIZATION OF THE FLOOD PLAIN EMBANKMENTS OF THE SERCHIO RIVER (TUSCANY, ITALY) 129
Movimenti della fondazione della Torre 128
The rebuilding of San Piero a Grado bell tower 127
Evaluation of the degree of compaction of levees by a CPT- based method 125
Adeguamento degli argini del Fiumer Serchio: Aspetti Geotecnici 125
Analisi di fondazioni su pali soggette a forze orizzontali 125
Effect of laboratory sample-reconstitution method on the stiffness and strength parameters 124
Laterally loaded single pile response considering the influence of suction and non-linear behaviour of reinforced concrete sections 124
Analysis of Laterally Loaded Piled Raft Foundation 123
Analisi della pendenza: origine ed evoluzione nel tempo 122
PRaFULL: A method for the analysis of piled raft foundation under lateral load 121
Surrogation and Bayesian updating of a finite element model of the Leaning Tower of Pisa 121
Liquefaction Potential Assessment of Silty and Silty-Sand Deposits: A Case Study 120
Use of mini CPT to evaluate degree of compaction in fine grained soils 120
An Example of teaching slope stability from true case histories: three year experience 119
Bayesian Updating of a Finite Element Model of the Leaning Tower of Pisa 117
APPLICABILITA' DI PROVE PENETROMETRICHE STATICHE NELLA RICOSTRUZIONE DEL PROFILO STRATIGRAFICO 117
Seismic analysis of a buried operating steel pipeline with emphasis on the equivalent-boundary conditions 116
Doctoral courses (in geotechnical engineering): What has been changing in Italy in the last 30 years 115
Il Battistero di San Giovanni in Pisa 114
On the influence of pile discretization in single pile kinematic analysis using a boundary element method (BEM) based approach 113
MODELLI FISICI E ANALISI NUMERICHE PER LO STUDIO DEL MOTO DI FILTRAZIONE IN UN ARGINE SPERIMENTALE 112
Studi ed interventi del Comitato Internazionale: aspetti geotecnici 110
INNOVATIVE TRIAXIAL/RESONANT COLUMN EQUIPMENT 110
Prove Penetrometriche Dinamiche 110
Numerical Assessment of Laterally Loaded Pile Group Efficiency 109
INTERAZIONE CINEMATICA PALO-TERRENO IN PRESENZA DI STRATI LIQUEFACIBILI: ANALISI FEM VS. METODI SEMPLIFICATI 109
Gli interventi di stabilizzazione definitiva 107
Gli interventi di stabilizzazione temporanea 107
An innovative method to evaluate degree of compaction of river embankments using CPT 106
One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil 106
Deep learning of structural changes in historical buildings: the case study of the Pisa tower 106
Sull’uso dei bender elements per la misura di G0 in laboratorio 105
Long term geodetic measurements in the Piazza del Duomo (Pisa, Italy) and its relevance for monitoring of Leaning Tower 103
Analysis of r.c. single pile lateral response considering the influence of tension stiffening 103
A case history on levee external erosion 102
Key areas and rearrangement of the workflow for the evaluation of the landslide class of attention parameters of existing bridges 101
RIUTILIZZO DELLA FRAZIONE FINE PROVENIENTE DALLE LAVORAZIONI DI UNA CAVA DI CALCARE PER LA REALIZZAZIONE DI UN ARGINE RESISTENTE ALL’AZIONE EROSIVA 101
Application of EC8 in practice: assessment of soil type and liquefaction risk 101
Geotechnical Engineering Practice and the Implementation of the Eurocode Approach in Italy 99
LA ROTTURA ARGINALE: RESPONSABILITA' CIVILI E PENALI 98
Sensitivity Analysis on the FE Model Parameters of the Leaning Tower of Pisa 97
METODO INNOVATIVO PER LA VALUTAZIONE DELLO STATO DI COMPATTAZIONE DEI RILEVATI ARGINALI MEDIANTE PROVE CPT E DMT 97
Innovative Triaxial/Resonant Column Equipment 96
Innovative use of Bender Elements in Triaxial Cell for the measurement of G0 96
Assessment of Factors Contributing to Levees Stability 96
null 94
2d fem analyses for the evaluation of seismic performance of single pile and pile group-supported structure in liquefiable soil 91
Studio dei metodi per la stabilizzazione della Torre 89
GENERAL REPORT - SESSION 3 87
An innovative method to evaluate degree of compaction of river embankments 87
Effects of Environmental Conditions on Historic Buildings: Interpretable Versus Accurate Exploratory Data Analysis 86
Lesson learned from liquefaction potential assessment of silty sand deposits in a case study in Italy 86
The restoration of San Paolo Church in Pisa: Geotechnical aspects 86
null 85
Simplified assessment of pile-head kinematic demand in layered soil 84
Available methods for the identification of the foundation system and depth in case of existing bridges 83
Satellite and on-site monitoring of subsidence for heritage preservation: A critical comparison from Piazza del Duomo in Pisa, Italy 82
Totale 14.669
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Categoria #
all - tutte 41.363
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 41.363
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021144 0 0 0 0 0 0 0 0 0 0 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
2025/20264.359 255 680 841 307 408 343 600 239 255 400 31 0
Totale 15.631