CINECA IRIS Institutional Research Information System

SQUEGLIA, NUNZIANTE
 Distribuzione geografica
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Continente #
NA - Nord America 7.592
EU - Europa 4.058
AS - Asia 3.931
SA - Sud America 577
Continente sconosciuto - Info sul continente non disponibili 256
AF - Africa 187
OC - Oceania 56
Totale 16.657
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Nazione #
US - Stati Uniti d'America 7.329
IT - Italia 2.130
SG - Singapore 1.135
CN - Cina 1.123
HK - Hong Kong 576
BR - Brasile 432
SE - Svezia 424
VN - Vietnam 314
DE - Germania 268
BG - Bulgaria 227
GB - Regno Unito 199
CA - Canada 198
IN - India 145
FR - Francia 143
TR - Turchia 121
UA - Ucraina 121
FI - Finlandia 115
RU - Federazione Russa 101
SN - Senegal 95
JP - Giappone 88
KR - Corea 85
NL - Olanda 78
CH - Svizzera 59
ID - Indonesia 55
AU - Australia 48
BD - Bangladesh 40
IQ - Iraq 40
AR - Argentina 34
MY - Malesia 31
PK - Pakistan 31
IR - Iran 29
GR - Grecia 28
PL - Polonia 25
ZA - Sudafrica 25
BE - Belgio 23
CO - Colombia 22
ES - Italia 20
MX - Messico 20
CL - Cile 19
PE - Perù 19
EC - Ecuador 18
PH - Filippine 18
VE - Venezuela 17
AT - Austria 16
CI - Costa d'Avorio 16
NO - Norvegia 16
TW - Taiwan 15
RO - Romania 14
SA - Arabia Saudita 10
DZ - Algeria 9
IE - Irlanda 9
JM - Giamaica 9
TT - Trinidad e Tobago 9
UZ - Uzbekistan 9
PT - Portogallo 8
AE - Emirati Arabi Uniti 7
CZ - Repubblica Ceca 7
JO - Giordania 7
MA - Marocco 7
TH - Thailandia 7
EG - Egitto 6
ET - Etiopia 6
IL - Israele 6
MO - Macao, regione amministrativa speciale della Cina 6
NZ - Nuova Zelanda 6
CR - Costa Rica 5
HR - Croazia 5
KG - Kirghizistan 5
NG - Nigeria 5
PY - Paraguay 5
UY - Uruguay 5
HN - Honduras 4
LB - Libano 4
LT - Lituania 4
NP - Nepal 4
SK - Slovacchia (Repubblica Slovacca) 4
AO - Angola 3
AZ - Azerbaigian 3
BO - Bolivia 3
KE - Kenya 3
KZ - Kazakistan 3
NI - Nicaragua 3
OM - Oman 3
PR - Porto Rico 3
RS - Serbia 3
TN - Tunisia 3
AL - Albania 2
AM - Armenia 2
BB - Barbados 2
BJ - Benin 2
BZ - Belize 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
Totale 16.381
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Città #
Dallas 926
Ashburn 666
Singapore 594
Santa Clara 582
Hong Kong 562
San Jose 498
Woodbridge 408
Ann Arbor 385
Serra 385
Chandler 361
Shanghai 337
Milan 292
Fairfield 263
Houston 259
Sofia 227
Beijing 212
Council Bluffs 173
New York 146
Jacksonville 136
Ottawa 136
Los Angeles 134
Rome 119
Wilmington 119
Seattle 113
Boardman 110
Hefei 102
Princeton 98
Dakar 95
Florence 91
Lawrence 88
Pisa 85
Cambridge 75
Nanjing 73
Seoul 71
Lauterbourg 70
Ho Chi Minh City 65
Tokyo 57
Hanoi 54
Munich 54
Boulder 49
Izmir 49
São Paulo 49
Frankfurt am Main 48
Lancaster 48
Des Moines 42
London 42
Medford 42
Helsinki 40
Buffalo 39
Bern 38
Istanbul 38
Redwood City 38
Chicago 36
Dong Ket 36
Genoa 33
Naples 30
Redondo Beach 29
Dearborn 24
Nanchang 24
Brussels 23
Jüchen 23
Orem 23
Changsha 22
Turin 22
Bari 20
Baghdad 19
Columbus 19
Montreal 19
San Diego 19
Shenyang 19
Bremen 18
Toronto 18
Warsaw 18
Kunming 17
Phoenix 17
Abidjan 16
Chennai 16
Lahore 16
Lucca 16
Paris 16
San Francisco 16
Washington 16
Jakarta 15
Rio de Janeiro 15
Zurich 15
Atlanta 14
Hebei 14
New Delhi 14
Ogden 14
The Dalles 14
Vecchiano 14
Basingstoke 13
Belo Horizonte 13
Blacksburg 13
Brisbane 13
Nuremberg 13
Johannesburg 12
Mumbai 12
Santiago 12
Chengdu 11
Totale 10.664
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Nome #
Definition of direct and indirect types of landslide-bridge interference and a checklist for identifying and characterizing potential landslides 877
Manuale di Ingegneria Geotecnica volume II 420
Interpretation of CPTu in “unusual” soils 414
Sicurezza e Resilienza delle Infrastrutture 370
A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa 325
Strength and permeability parameters of compacted partially saturated silty and sandy soils 268
An update on the Tower of Pisa 266
Evaluating degree of compaction of levees using cone penetration testing 244
100 Years of Geodetic Measurements in the Piazza del Duomo (Pisa, Italy): Reference Systems, Data Comparability and Geotechnical Monitoring 238
A NOVEL FE MODEL FOR THE TOWER OF PISA 227
m-PISE: A novel numerical procedure for pile installation and soil extraction. Application to the case of Leaning Tower of Pisa 226
Numerical and experimental analysis of the leaning Tower of Pisa under earthquake 202
Role of monitoring in historical building restoration: The case of leaning tower of Pisa 192
Innovative analysis of a buried operating pipeline subjected to strike-slip fault movement 192
Effect of laboratory sample-reconstitution method on the stiffness, strength parameters and envelope of cement-mixed silts 190
Learning from the observation of failures 190
Analisi dei movimenti della Torre 183
Analysis of existing levee systems 181
A contribution to the comprehension of the Paganico (Lucca plain, Tuscany) 180
Behavior of the Leaning Tower of Pisa: Insights on Seismic Input and Soil-Structure Interaction 173
The Leaning Tower of Pisa 171
EFFICIENZA DI GRUPPI DI PALI SOGGETTI A CARICHI TRASVERSALI 169
Influence of Tension Stiffening on the Flexural Stiffness of Reinforced Concrete Circular Sections 168
La salvaguardia della torre: studi e interventi eseguiti prima del 1990 167
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 167
Influenza delle condizioni di sito sulla risposta sismica locale 167
Seminari di Geotecnica: Commenti e Applicazioni delle verifiche geotecniche previste dalla recente normativa italiana (OPCM 3274 e NTC 2005) 164
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 163
Seismic reassessment of the leaning tower of Pisa: Dynamic monitoring, site response, and SSI 160
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 155
A contribution to the comprehension of the Paganico (Lucca plain, Tuscany) 155
Analysis method for laterally loaded pile groups using an advanced modeling of reinforced concrete sections 155
Importance of full scale tests for the design of levees 153
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 152
STABILITY ANALYSIS OF THE SERCHIO RIVER FLOOD PLAIN EMBANKMENTS (TUSCANY, ITALY) 146
La Piazza del Duomo: sottosuolo, archeologia, storia 145
USE OF CPT FOR SOIL PROFILING OF INTERMEDIATE SOILS: A NEW APPROACH 144
Influence of soil-foundation-structure interaction on overall behaviour and diseases of a medieval building in Pisa 142
Electroosmosis to stabilise the leaning tower of Pisa 141
GEOTECHNICAL CHARACTERIZATION OF THE FLOOD PLAIN EMBANKMENTS OF THE SERCHIO RIVER (TUSCANY, ITALY) 140
Soil Testing: a Critical Analysis in the Framework of EC8 and OPCM 3274 140
Manuale di Ingegneria Geotecnica 139
Adeguamento degli argini del Fiumer Serchio: Aspetti Geotecnici 136
Effect of laboratory sample-reconstitution method on the stiffness and strength parameters 135
The rebuilding of San Piero a Grado bell tower 134
Bayesian Updating of a Finite Element Model of the Leaning Tower of Pisa 133
Movimenti della fondazione della Torre 132
KIN SP: A boundary element method based code for single pile kinematic bending in layered soil 132
Evaluation of the degree of compaction of levees by a CPT- based method 131
Surrogation and Bayesian updating of a finite element model of the Leaning Tower of Pisa 131
Liquefaction Potential Assessment of Silty and Silty-Sand Deposits: A Case Study 130
Use of mini CPT to evaluate degree of compaction in fine grained soils 128
Analisi della pendenza: origine ed evoluzione nel tempo 127
An Example of teaching slope stability from true case histories: three year experience 126
Analisi di fondazioni su pali soggette a forze orizzontali 126
Analysis of Laterally Loaded Piled Raft Foundation 126
Laterally loaded single pile response considering the influence of suction and non-linear behaviour of reinforced concrete sections 125
APPLICABILITA' DI PROVE PENETROMETRICHE STATICHE NELLA RICOSTRUZIONE DEL PROFILO STRATIGRAFICO 124
Il Battistero di San Giovanni in Pisa 124
PRaFULL: A method for the analysis of piled raft foundation under lateral load 124
Doctoral courses (in geotechnical engineering): What has been changing in Italy in the last 30 years 123
MODELLI FISICI E ANALISI NUMERICHE PER LO STUDIO DEL MOTO DI FILTRAZIONE IN UN ARGINE SPERIMENTALE 122
On the influence of pile discretization in single pile kinematic analysis using a boundary element method (BEM) based approach 121
Seismic analysis of a buried operating steel pipeline with emphasis on the equivalent-boundary conditions 119
INNOVATIVE TRIAXIAL/RESONANT COLUMN EQUIPMENT 116
Prove Penetrometriche Dinamiche 116
Numerical Assessment of Laterally Loaded Pile Group Efficiency 115
Studi ed interventi del Comitato Internazionale: aspetti geotecnici 114
Gli interventi di stabilizzazione definitiva 113
Gli interventi di stabilizzazione temporanea 112
INTERAZIONE CINEMATICA PALO-TERRENO IN PRESENZA DI STRATI LIQUEFACIBILI: ANALISI FEM VS. METODI SEMPLIFICATI 111
Deep learning of structural changes in historical buildings: the case study of the Pisa tower 111
Sensitivity Analysis on the FE Model Parameters of the Leaning Tower of Pisa 110
Application of EC8 in practice: assessment of soil type and liquefaction risk 110
METODO INNOVATIVO PER LA VALUTAZIONE DELLO STATO DI COMPATTAZIONE DEI RILEVATI ARGINALI MEDIANTE PROVE CPT E DMT 110
One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil 110
An innovative method to evaluate degree of compaction of river embankments using CPT 109
A case history on levee external erosion 109
Long term geodetic measurements in the Piazza del Duomo (Pisa, Italy) and its relevance for monitoring of Leaning Tower 108
Key areas and rearrangement of the workflow for the evaluation of the landslide class of attention parameters of existing bridges 108
Sull’uso dei bender elements per la misura di G0 in laboratorio 108
RIUTILIZZO DELLA FRAZIONE FINE PROVENIENTE DALLE LAVORAZIONI DI UNA CAVA DI CALCARE PER LA REALIZZAZIONE DI UN ARGINE RESISTENTE ALL’AZIONE EROSIVA 107
Geotechnical Engineering Practice and the Implementation of the Eurocode Approach in Italy 106
Analysis of r.c. single pile lateral response considering the influence of tension stiffening 106
Assessment of Factors Contributing to Levees Stability 105
Innovative Triaxial/Resonant Column Equipment 103
Innovative use of Bender Elements in Triaxial Cell for the measurement of G0 101
LA ROTTURA ARGINALE: RESPONSABILITA' CIVILI E PENALI 101
Lesson learned from liquefaction potential assessment of silty sand deposits in a case study in Italy 100
2d fem analyses for the evaluation of seismic performance of single pile and pile group-supported structure in liquefiable soil 100
An innovative method to evaluate degree of compaction of river embankments 97
GENERAL REPORT - SESSION 3 96
null 94
Insights into Landslide Interaction with Bridges and Viaducts: Lessons from Italian Case Studies and Database Analysis 93
Studio dei metodi per la stabilizzazione della Torre 93
Effects of Environmental Conditions on Historic Buildings: Interpretable Versus Accurate Exploratory Data Analysis 91
The restoration of San Paolo Church in Pisa: Geotechnical aspects 89
Simplified assessment of pile-head kinematic demand in layered soil 88
Available methods for the identification of the foundation system and depth in case of existing bridges 88
Geotechnical engineering practice and the implementation of Eurocode approach in Italy 86
Totale 15.504
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Categoria #
all - tutte 46.153
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 46.153
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/2022899 0 0 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
2025/20264.613 255 680 841 307 408 343 600 239 255 400 182 103
2026/2027772 155 280 337 0 0 0 0 0 0 0 0 0
Totale 16.657