PORTO @ Archivio Istituzionale della Ricerca

JAMIOLKOWSKI, MICHELE
 Distribuzione geografica
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Continente #
EU - Europa 7.360
NA - Nord America 5.993
AS - Asia 1.406
SA - Sud America 163
OC - Oceania 45
AF - Africa 37
Continente sconosciuto - Info sul continente non disponibili 12
Totale 15.016
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Nazione #
US - Stati Uniti d'America 5.879
IT - Italia 2.469
GB - Regno Unito 1.348
DE - Germania 1.047
FR - Francia 724
UA - Ucraina 558
CN - Cina 488
TR - Turchia 209
SG - Singapore 201
NL - Olanda 187
IE - Irlanda 146
CH - Svizzera 132
RU - Federazione Russa 120
PL - Polonia 108
HK - Hong Kong 92
FI - Finlandia 87
CA - Canada 86
SE - Svezia 85
BR - Brasile 70
KR - Corea 66
JP - Giappone 64
PT - Portogallo 62
IN - India 60
AE - Emirati Arabi Uniti 54
BE - Belgio 50
CL - Cile 48
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
SA - Arabia Saudita 7
CZ - Repubblica Ceca 6
EE - Estonia 6
IL - Israele 6
MO - Macao, regione amministrativa speciale della Cina 6
NZ - Nuova Zelanda 6
EC - Ecuador 5
MK - Macedonia 5
PE - Perù 5
QA - Qatar 5
HU - Ungheria 4
LT - Lituania 4
MX - Messico 4
UY - Uruguay 4
BG - Bulgaria 3
GR - Grecia 3
IM - Isola di Man 3
IQ - Iraq 3
PH - Filippine 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 15.016
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Città #
Ashburn 1.547
Southend 1.098
Seattle 707
Des Moines 680
Jacksonville 284
Princeton 237
Chandler 230
Fairfield 208
Izmir 158
Ann Arbor 155
San Ramon 146
Berlin 144
Singapore 143
Turin 136
Dublin 131
Bologna 127
Milan 125
Woodbridge 120
Bern 104
Wilmington 103
Beijing 101
Boardman 93
San Donato Milanese 88
Houston 87
Cambridge 81
Shanghai 79
Helsinki 75
Rome 72
Pennsylvania Furnace 71
Overberg 70
Zaporozhye 70
Padua 58
Chicago 56
Monopoli 54
Zhengzhou 54
Baltimore 52
Genova 42
Atlanta 41
London 41
Redwood City 41
Nanjing 35
Central District 34
Saint Petersburg 30
Mountain View 29
Santiago 29
Delft 26
Dubai 26
Santa Clara 26
Pisa 25
Hangzhou 24
Grezzana 22
Malatya 22
Naples 21
Bochum 20
Catania 20
Florence 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
Coraopolis 14
Council Bluffs 14
Verona 14
Amsterdam 13
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 8.932
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Nome #
Leaning Tower of Pisa: Behaviour after Stabilization Operations 552
Evaluation of relative density and shear strength of sands from CPT and DMT 461
Evaluation of relative density and shear strength of sands from cone penetration test (CPT) and flat dilatometer (DMT) - Invited Lecture 446
Evaluation of sand strength from CPT 340
Correlation Between Relative Density and Cone Resistance for Silica Sands 292
The leaning tower of Pisa: End of an odyssey Terzaghi Oration 286
Load carrying capacity of foundations 280
Limit pressure of pressuremeter tests 280
Characterization of gravelly geomaterials 276
Sul comportamento di una fondazione mista in presenza di uno strato granulare interposto tra platea e pali. 275
Assessment of coefficient of earth pressure at rest from shear wave velocity measurements 257
Design parameters of granular soils from in situ tests 254
Behavior of the leaning tower of Pisa after stabilization works 252
Geotechnical Characterization of Holocene and Pleistocene Messina Sand and Gravel Deposits 248
Influence of reconsolidation techniques and strain rate on the stiffness of undisturbed clays from triaxial tests. 244
Anisotropy of small strain stiffness in Ticino Sand 243
The stabilisation of the leaning tower of pisa 240
Closure of the discussion on Calibration Chamber Size Effects on Penetration Resistance in Sand 239
The leaning Tower of Pisa – present situation 236
Safeguarding Venice from high tides: site characterization & geotechnical problems 230
The stabilisation of the Leaning Tower of Pisa 230
Limit pressure in expansion of cylindrical cavity in sand 228
Stabilising the Leaning Tower of Pisa 223
Soil parameters relevant to bored pile design from laboratory and in situ tests 221
The stabilisation of the Leaning Tower of Pisa 220
Geotechnical Characterization of gravelly soils at Messina site. Selected Topics 217
Stiffness nonlinearity of three sands. 215
Displacement vs. non-displacement axially loaded pile behaviour in sand from centrifuge tests 214
Assessment of sample disturbance in the laboratory 213
An analysis of pressuremeter holding tests 211
Geotechnics for the preservation of historic cities and monuments:Component of a multidisciplinary approach. 207
Prove di trazione su pali modello in sabbia: Modellazione fisica in centrifuga geotecnica. 206
On axial load capacity of drilled shafts in coarse grained soils 205
"Exploration of soft spoils and determination of design parameters" - General Report 203
Behaviour of the tower during and after stabilization works 201
Stress-strain-strength behaviour of undisturbed and reconstituted gravelly soil samples 196
The leaning Tower of Pisa - XIV Manuel Rocha Lecture 193
Geotechnical characterisation of the subsoil of the Pisa tower 192
Anisotropy of small strain stiffness of undisturbed and reconstituted clays 191
Rate and creep effect on the stiffness of soils. 191
Problemi ed interventi geotecnici. In La Torre di Pisa ritorno al futuro. 190
Physical modeling on raft settlement reducing piles 190
Characterization of gravely geomaterials. Oral Contribution 190
Preserving Pisa’s treasure 187
Nośność osiowa pali wiercowych w piaskach i żvirach. 186
Large scale geotechnical experiments on soil-foundation interaction 186
La salvaguardia della torre di Pisa: Aspetti geotecnici 185
The role of in situ testing in geotechnical engineering: thoughts about the future - Key-note lecture 183
Discussion on SPT N-value and S-wave velocity for gravelly soil with different grain size distribution. 182
Geotechnical engineering issues relating to Messina strait crossing. 178
Vertical yield stress of Pisa clay from piezocone tests. Technical note 178
"Computation of penetration resistance in sands" 177
Most wiszący przez Cieśninę Messyńską Geotechniczne rozwiązania inżynierskie 177
Operational sand stiffness from large scale load tests on reconstituted sand beds 166
Geotechnical characterization of gravelly deposits 164
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) 163
Pod katem ratowania 160
Physical modelling of piled rafts 159
Contaminated ground-remediation and preparation for new construction. Introduction by Chairman 158
The remediation of the leaning tower of Pisa 156
Stiffness of Toyura Sand from dilatometer tests 151
The leaning tower of Pisa. 150
Shear strength of coarse grained soils from in situ tests. A compendium 149
Leaning Tower of Pisa: remedial measures 143
Safeguarding Venice lagoon against high tides 143
On the effects of residual tangent stressesin centrifuge pile tests. 142
The remediation of the leaning tower of Pisa 141
Tensile shaft capacity of bored piles in sand from Centrifuge Modeling 138
The leaning tower of Pisa. Present situation 126
Where are we going? Closure 124
Totale 15.030
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Categoria #
all - tutte 41.306
article - articoli 9.580
book - libri 0
conference - conferenze 26.972
curatela - curatele 0
other - altro 2.973
patent - brevetti 0
selected - selezionate 0
volume - volumi 1.781
Totale 82.612
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/2020942 0 0 24 186 122 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
2024/2025308 10 259 39 0 0 0 0 0 0 0 0 0
Totale 15.030