GALLI, ANDREA
 Distribuzione geografica
Continente #
EU - Europa 199
NA - Nord America 119
AS - Asia 30
AF - Africa 1
OC - Oceania 1
SA - Sud America 1
Totale 351
Nazione #
IT - Italia 160
US - Stati Uniti d'America 117
CN - Cina 10
FR - Francia 9
IR - Iran 9
CZ - Repubblica Ceca 8
DE - Germania 7
RU - Federazione Russa 6
MY - Malesia 3
VN - Vietnam 3
CH - Svizzera 2
GB - Regno Unito 2
IN - India 2
PH - Filippine 2
AU - Australia 1
BD - Bangladesh 1
CA - Canada 1
ES - Italia 1
FI - Finlandia 1
GR - Grecia 1
LY - Libia 1
MX - Messico 1
NL - Olanda 1
PE - Perù 1
UA - Ucraina 1
Totale 351
Città #
Milan 24
Fairfield 15
Woodbridge 12
Houston 11
Santa Cruz 8
Seattle 8
Buffalo 7
Cambridge 7
Rome 5
Ann Arbor 4
Ashburn 4
Crema 4
Wilmington 4
Beijing 3
Dong Ket 3
Mountain View 3
Bari 2
Borgomanero 2
Châtillon 2
Council Bluffs 2
Dallas 2
Los Angeles 2
Monza 2
Nanning 2
Nove 2
Padova 2
Romagnano Sesia 2
Shanghai 2
Sucat 2
Tivoli 2
Villastellone 2
Wuhan 2
Agra 1
Alghero 1
Bengaluru 1
Boardman 1
Bologna 1
Brescia 1
Castiglione Chiavarese 1
Cerano 1
Chandigarh 1
Chicago 1
Citta 1
Como 1
Cuauhtémoc 1
Dhaka 1
Dundee 1
Easton 1
Fasano 1
Florence 1
Gorgonzola 1
Grafing 1
Helsinki 1
Henderson 1
Lake Forest 1
Lancenigo-Villorba 1
Lecce 1
Lecco 1
Lima 1
Lincolnshire 1
London 1
Mantova 1
Marigliano 1
Melaka 1
Mesagne 1
Messina 1
Milpitas 1
Nanjing 1
Napoli 1
Ottawa 1
Parma 1
Perugia 1
Pescara 1
Phoenix 1
Pontirolo Nuovo 1
Puchong 1
Ramacca 1
Rossiglione 1
San Diego 1
San Donato Milanese 1
Scottsdale 1
Sesto San Giovanni 1
Taranto 1
Thessaloníki 1
Torino 1
Treviglio 1
Valencia 1
Totale 209
Nome #
Experimental Characterization and Numerical Investigation on the Azzone Visconti Bridge in Lecco (Italy), file e0c31c09-cdc7-4599-e053-1705fe0aef77 130
PROGETTAZIONE DI PARATIE FILTRANTI A SOSTEGNO DI PENDII INSTABILI, file e0c31c0b-1c2b-4599-e053-1705fe0aef77 85
INFLUENZA DELLA STORIA DI CARICO ORIZZONTALE SULLA RESISTENZA A SFILAMENTO DI PALI IN SABBIA, file e0c31c0c-df19-4599-e053-1705fe0aef77 40
Influence of loading path on cyclic mechanical response of small-scale shallow strip footing on loose sand, file e0c31c0d-f563-4599-e053-1705fe0aef77 22
Novel Approach for Health Monitoring of Earthen Embankments, file e0c31c0d-90db-4599-e053-1705fe0aef77 18
Bearing capacity assessment of a 14th century arch bridge in Lecco (Italy), file e0c31c11-aaae-4599-e053-1705fe0aef77 12
Innovative performance-based design of slope stabilizing piles for a railway embankment, file e0c31c0a-2eda-4599-e053-1705fe0aef77 8
Bearing capacity assessment of a 14th century arch bridge in Lecco (Italy), file e0c31c0b-9279-4599-e053-1705fe0aef77 5
Analytical Solutions for Ultimate Stabilizing Action of Anchored Piles in Cohesive Soil Layers, file c6f59d1f-0faf-4071-91ec-3c841c2f8bd0 4
Novel Approach for Health Monitoring of Earthen Embankments, file e0c31c08-27a7-4599-e053-1705fe0aef77 4
Soil-pipeline interaction along active fault systems, file e0c31c07-c4ea-4599-e053-1705fe0aef77 3
Multi-level design approaches for slope-stabilizing piles, file e0c31c09-ae8a-4599-e053-1705fe0aef77 3
An improved displacement-based approach for seismic analysis of pile-stabilized slopes taking into account soil-structure interaction, file e0c31c0f-8ac6-4599-e053-1705fe0aef77 3
Studio numerico sul comportamento di pali a sostegno di strati di terreno instabile in presenza di tiranti di ancoraggio, file da182b5b-6ea8-4d1d-929b-fab232a59f53 2
Influence of loading path on cyclic mechanical response of small-scale shallow strip footing on loose sand, file e0c31c07-bef4-4599-e053-1705fe0aef77 2
A simplified numerical approach for studying the pile-landslide interaction in hard soils, file e0c31c07-ef57-4599-e053-1705fe0aef77 2
DEFINIZIONE DEL DOMINIO DI INTERAZIONE DI MURI DI PLACCAGGIO MEDIANTE ANALISI NUMERICHE, file e0c31c08-1a77-4599-e053-1705fe0aef77 2
Simplified numerical analysis of rock block-anchor interaction, file e0c31c09-ab2e-4599-e053-1705fe0aef77 2
A Simplified Approach for the Estimation of Settlements of Earth Embankments on Piled Foundations, file e0c31c0d-da3e-4599-e053-1705fe0aef77 2
A Macroelement Approach for the Stability Assessment of Trees, file e0c31c0d-da43-4599-e053-1705fe0aef77 2
Experiments and modelling of horizontal loading tests on small-scale foundations in sand, file e0c31c11-634f-4599-e053-1705fe0aef77 2
ESPERIMENTI DI EROSIONE LOCALIZZATA IN LIVE BED: MISURA DEI FRANAMENTI DEL SEDIMENTO LUNGO IL PARAMENTO DI MONTE DELLA FOSSA DI EROSIONE, file e0c31c11-725d-4599-e053-1705fe0aef77 2
Displacement-based design procedure for slope-stabilizing piles, file e0c31c08-113f-4599-e053-1705fe0aef77 1
Una procedura semplificata per il calcolo dei cedimenti in rilevati ferroviari, file e0c31c08-27ed-4599-e053-1705fe0aef77 1
Approccio viscoplastico per lo studio di paratie filtranti a sostegno di pendii in frana, file e0c31c08-5776-4599-e053-1705fe0aef77 1
UN APPROCCIO SEMPLIFICATO PER LA VALUTAZIONE DELLE STRATEGIE DI MANUTENZIONE DI INFRASTRUTTURE FERROVIARIE, file e0c31c0b-2289-4599-e053-1705fe0aef77 1
Experimental investigation of the time-dependent response of unreinforced and reinforced tunnel faces in cohesive soils, file e0c31c0b-a2f3-4599-e053-1705fe0aef77 1
Punching Tests on Deformable Facing Structures: Numerical Analyses and Mechanical Interpretation, file e0c31c0d-f361-4599-e053-1705fe0aef77 1
Mathematical modelling of the mechanical response of earth embankments on piled foundations, file e0c31c0f-4c73-4599-e053-1705fe0aef77 1
Macroelement approaches for Geotechnical problems: a promising design framework?, file e0c31c0f-ed7c-4599-e053-1705fe0aef77 1
Three-dimensional modelling of a multi-span masonry arch bridge: Influence of soil compressibility on the structural response under vertical static loads, file e0c31c10-607a-4599-e053-1705fe0aef77 1
Totale 364
Categoria #
all - tutte 530
article - articoli 174
book - libri 0
conference - conferenze 351
curatela - curatele 0
other - altro 0
patent - brevetti 0
selected - selezionate 0
volume - volumi 5
Totale 1060


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2017/20189 0000 00 07 1001
2018/201944 1004 03 12 641310
2019/202068 11625 55 88 5751
2020/202178 2776 125 46 313103
2021/202264 6553 45 23 32188
2022/202367 163247 96 20 0000
Totale 364