JAMIOLKOWSKI, MICHELE
 Distribuzione geografica
Continente #
EU - Europa 7.446
NA - Nord America 6.099
AS - Asia 1.456
SA - Sud America 165
OC - Oceania 46
AF - Africa 37
Continente sconosciuto - Info sul continente non disponibili 12
Totale 15.261
Nazione #
US - Stati Uniti d'America 5.985
IT - Italia 2.483
GB - Regno Unito 1.353
DE - Germania 1.047
FR - Francia 724
UA - Ucraina 560
CN - Cina 495
SG - Singapore 223
TR - Turchia 209
NL - Olanda 189
RU - Federazione Russa 181
IE - Irlanda 147
CH - Svizzera 132
PL - Polonia 108
HK - Hong Kong 93
FI - Finlandia 88
CA - Canada 86
KR - Corea 85
SE - Svezia 85
BR - Brasile 70
JP - Giappone 64
PT - Portogallo 62
IN - India 60
AE - Emirati Arabi Uniti 54
BE - Belgio 50
CL - Cile 50
AU - Australia 39
MY - Malesia 38
AP - ???statistics.table.value.countryCode.AP??? 37
IR - Iran 37
DK - Danimarca 35
EU - Europa 29
VN - Vietnam 28
ES - Italia 26
RO - Romania 25
PA - Panama 23
CO - Colombia 19
EG - Egitto 17
AT - Austria 14
TW - Taiwan 13
RS - Serbia 12
LK - Sri Lanka 9
SI - Slovenia 9
AR - Argentina 8
HR - Croazia 8
ID - Indonesia 8
DZ - Algeria 7
KW - Kuwait 7
NO - Norvegia 7
NZ - Nuova Zelanda 7
SA - Arabia Saudita 7
CZ - Repubblica Ceca 6
EE - Estonia 6
IL - Israele 6
MO - Macao, regione amministrativa speciale della Cina 6
EC - Ecuador 5
MK - Macedonia 5
PE - Perù 5
QA - Qatar 5
HU - Ungheria 4
LT - Lituania 4
MX - Messico 4
PH - Filippine 4
UY - Uruguay 4
BG - Bulgaria 3
GR - Grecia 3
IM - Isola di Man 3
IQ - Iraq 3
PS - Palestinian Territory 3
UZ - Uzbekistan 3
ZA - Sudafrica 3
BO - Bolivia 2
KE - Kenya 2
MD - Moldavia 2
MU - Mauritius 2
NG - Nigeria 2
PK - Pakistan 2
SC - Seychelles 2
VE - Venezuela 2
BW - Botswana 1
BY - Bielorussia 1
CR - Costa Rica 1
KZ - Kazakistan 1
SK - Slovacchia (Repubblica Slovacca) 1
SY - Repubblica araba siriana 1
TH - Thailandia 1
TN - Tunisia 1
Totale 15.261
Città #
Ashburn 1.563
Southend 1.098
Seattle 707
Des Moines 680
Jacksonville 284
Princeton 237
Chandler 230
Fairfield 208
Singapore 159
Izmir 158
Ann Arbor 155
San Ramon 146
Berlin 144
Turin 136
Dublin 132
Bologna 127
Milan 127
Woodbridge 120
Santa Clara 115
Bern 104
Wilmington 103
Beijing 101
Boardman 93
San Donato Milanese 88
Houston 87
Shanghai 83
Cambridge 81
Helsinki 76
Rome 73
Pennsylvania Furnace 71
Overberg 70
Zaporozhye 70
Padua 58
Chicago 56
Monopoli 54
Zhengzhou 54
Baltimore 52
London 44
Genova 42
Atlanta 41
Redwood City 41
Nanjing 35
Central District 34
Santiago 31
Saint Petersburg 30
Mountain View 29
Delft 26
Dubai 26
Pisa 26
Hangzhou 24
Florence 22
Grezzana 22
Malatya 22
Naples 21
Bochum 20
Catania 20
Krakow 19
Brussels 18
Gdansk 18
Herkenbosch 18
Shenzhen 18
Toronto 18
Dresden 17
Frankfurt 17
Tyumen 17
Bremen 16
Cairo 16
Guangzhou 16
Modena 16
Rende 16
Warsaw 16
Copenhagen 15
Panama 15
Torino 15
Amsterdam 14
Coraopolis 14
Council Bluffs 14
Verona 14
Central 13
Fukuoka 13
Moscow 13
Nottingham 13
Pasian Di Prato 13
Ravenna 13
Tokyo 13
Belgrade 12
Hefei 12
Sharjah 12
Trento 12
Wuhan 12
Cascina 11
Davis 11
Hanoi 11
Ho Chi Minh City 11
San Diego 11
Utrecht 11
Vienna 11
Andover 10
Campobasso 10
Fremont 10
Totale 9.071
Nome #
Leaning Tower of Pisa: Behaviour after Stabilization Operations 555
Evaluation of relative density and shear strength of sands from CPT and DMT 463
Evaluation of relative density and shear strength of sands from cone penetration test (CPT) and flat dilatometer (DMT) - Invited Lecture 450
Evaluation of sand strength from CPT 351
Correlation Between Relative Density and Cone Resistance for Silica Sands 294
The leaning tower of Pisa: End of an odyssey Terzaghi Oration 289
Characterization of gravelly geomaterials 288
Load carrying capacity of foundations 283
Limit pressure of pressuremeter tests 282
Sul comportamento di una fondazione mista in presenza di uno strato granulare interposto tra platea e pali. 278
Assessment of coefficient of earth pressure at rest from shear wave velocity measurements 259
Design parameters of granular soils from in situ tests 256
Behavior of the leaning tower of Pisa after stabilization works 254
Geotechnical Characterization of Holocene and Pleistocene Messina Sand and Gravel Deposits 251
Influence of reconsolidation techniques and strain rate on the stiffness of undisturbed clays from triaxial tests. 248
Anisotropy of small strain stiffness in Ticino Sand 246
The leaning Tower of Pisa – present situation 246
The stabilisation of the leaning tower of pisa 244
Closure of the discussion on Calibration Chamber Size Effects on Penetration Resistance in Sand 244
Safeguarding Venice from high tides: site characterization & geotechnical problems 234
The stabilisation of the Leaning Tower of Pisa 234
Limit pressure in expansion of cylindrical cavity in sand 230
Stabilising the Leaning Tower of Pisa 228
Soil parameters relevant to bored pile design from laboratory and in situ tests 224
The stabilisation of the Leaning Tower of Pisa 223
Geotechnical Characterization of gravelly soils at Messina site. Selected Topics 220
Stiffness nonlinearity of three sands. 218
Displacement vs. non-displacement axially loaded pile behaviour in sand from centrifuge tests 217
Assessment of sample disturbance in the laboratory 215
An analysis of pressuremeter holding tests 214
On axial load capacity of drilled shafts in coarse grained soils 211
Prove di trazione su pali modello in sabbia: Modellazione fisica in centrifuga geotecnica. 210
Geotechnics for the preservation of historic cities and monuments:Component of a multidisciplinary approach. 210
"Exploration of soft spoils and determination of design parameters" - General Report 205
Behaviour of the tower during and after stabilization works 203
Anisotropy of small strain stiffness of undisturbed and reconstituted clays 200
Stress-strain-strength behaviour of undisturbed and reconstituted gravelly soil samples 199
The leaning Tower of Pisa - XIV Manuel Rocha Lecture 196
Characterization of gravely geomaterials. Oral Contribution 196
Geotechnical characterisation of the subsoil of the Pisa tower 195
Physical modeling on raft settlement reducing piles 194
Problemi ed interventi geotecnici. In La Torre di Pisa ritorno al futuro. 193
Rate and creep effect on the stiffness of soils. 193
Nośność osiowa pali wiercowych w piaskach i żvirach. 191
Preserving Pisa’s treasure 190
Discussion on SPT N-value and S-wave velocity for gravelly soil with different grain size distribution. 190
The role of in situ testing in geotechnical engineering: thoughts about the future - Key-note lecture 190
Large scale geotechnical experiments on soil-foundation interaction 188
La salvaguardia della torre di Pisa: Aspetti geotecnici 188
Vertical yield stress of Pisa clay from piezocone tests. Technical note 182
"Computation of penetration resistance in sands" 180
Geotechnical engineering issues relating to Messina strait crossing. 180
Most wiszący przez Cieśninę Messyńską Geotechniczne rozwiązania inżynierskie 179
Geotechnical characterization of gravelly deposits 168
Operational sand stiffness from large scale load tests on reconstituted sand beds 168
An appreciation and some explanatory notes by the 2003 JGS Paper Award RecipientThe Stabilization of the leaning Tower of Pisa (Soils and foundations 43 n. 5) 165
Pod katem ratowania 162
Contaminated ground-remediation and preparation for new construction. Introduction by Chairman 161
Physical modelling of piled rafts 160
The remediation of the leaning tower of Pisa 157
Stiffness of Toyura Sand from dilatometer tests 153
Shear strength of coarse grained soils from in situ tests. A compendium 152
The leaning tower of Pisa. 152
Leaning Tower of Pisa: remedial measures 146
On the effects of residual tangent stressesin centrifuge pile tests. 145
Safeguarding Venice lagoon against high tides 145
The remediation of the leaning tower of Pisa 144
Tensile shaft capacity of bored piles in sand from Centrifuge Modeling 140
The leaning tower of Pisa. Present situation 129
Where are we going? Closure 127
Totale 15.275
Categoria #
all - tutte 42.664
article - articoli 9.862
book - libri 0
conference - conferenze 27.886
curatela - curatele 0
other - altro 3.061
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.855
Totale 85.328


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020732 0 0 0 0 122 98 53 188 118 100 44 9
2020/2021969 164 129 47 103 46 89 61 75 50 95 95 15
2021/2022590 24 51 11 13 29 24 25 34 30 21 129 199
2022/20231.670 109 177 8 59 89 161 757 46 87 13 38 126
2023/2024367 22 21 21 13 46 17 10 40 11 14 41 111
2024/2025553 10 259 57 109 118 0 0 0 0 0 0 0
Totale 15.275