CINECA IRIS Institutional Research Information System

LO PRESTI, DIEGO CARLO
 Distribuzione geografica
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Continente #
NA - Nord America 13.340
EU - Europa 8.603
AS - Asia 8.234
SA - Sud America 951
AF - Africa 214
OC - Oceania 83
Continente sconosciuto - Info sul continente non disponibili 3
Totale 31.428
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Nazione #
US - Stati Uniti d'America 12.841
IT - Italia 2.924
CN - Cina 2.683
SG - Singapore 2.218
FI - Finlandia 2.165
HK - Hong Kong 1.277
BR - Brasile 769
SE - Svezia 681
VN - Vietnam 588
BG - Bulgaria 521
DE - Germania 457
UA - Ucraina 449
CA - Canada 446
KR - Corea 427
FR - Francia 322
GB - Regno Unito 299
TR - Turchia 279
RU - Federazione Russa 243
CH - Svizzera 192
IN - India 174
JP - Giappone 158
AU - Australia 70
IR - Iran 69
NL - Olanda 66
SN - Senegal 57
ID - Indonesia 56
PL - Polonia 51
AR - Argentina 47
BD - Bangladesh 44
MY - Malesia 38
ES - Italia 36
BE - Belgio 34
NG - Nigeria 34
AT - Austria 31
PK - Pakistan 30
IQ - Iraq 27
CL - Cile 26
CO - Colombia 26
NO - Norvegia 25
PE - Perù 24
TH - Thailandia 23
CI - Costa d'Avorio 22
CZ - Repubblica Ceca 21
MX - Messico 21
ZA - Sudafrica 20
EC - Ecuador 19
SA - Arabia Saudita 17
TW - Taiwan 17
EG - Egitto 16
PH - Filippine 16
VE - Venezuela 14
NZ - Nuova Zelanda 13
UZ - Uzbekistan 13
JO - Giordania 12
MA - Marocco 12
UY - Uruguay 12
AE - Emirati Arabi Uniti 11
DZ - Algeria 11
IE - Irlanda 11
BJ - Benin 10
DK - Danimarca 9
IL - Israele 9
KE - Kenya 9
PT - Portogallo 9
RO - Romania 9
GR - Grecia 8
PY - Paraguay 7
TT - Trinidad e Tobago 7
AL - Albania 6
CR - Costa Rica 6
HR - Croazia 6
LB - Libano 6
MO - Macao, regione amministrativa speciale della Cina 6
SK - Slovacchia (Repubblica Slovacca) 6
AZ - Azerbaigian 5
BO - Bolivia 5
LK - Sri Lanka 5
LT - Lituania 5
TN - Tunisia 5
ET - Etiopia 4
NP - Nepal 4
SV - El Salvador 4
UG - Uganda 4
BN - Brunei Darussalam 3
EU - Europa 3
GH - Ghana 3
HU - Ungheria 3
IS - Islanda 3
KG - Kirghizistan 3
OM - Oman 3
PR - Porto Rico 3
RS - Serbia 3
BB - Barbados 2
BH - Bahrain 2
BT - Bhutan 2
EE - Estonia 2
KH - Cambogia 2
KW - Kuwait 2
LV - Lettonia 2
PA - Panama 2
Totale 31.402
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Città #
Helsinki 1.949
Woodbridge 1.511
Singapore 1.258
Hong Kong 1.185
Ashburn 1.140
Ann Arbor 1.119
Houston 911
Chandler 852
Milan 794
San Jose 701
Santa Clara 700
Jacksonville 592
Hefei 543
Sofia 521
Beijing 472
Shanghai 449
Dallas 412
Seoul 403
Fairfield 390
Ottawa 360
Serra 360
New York 305
Boardman 226
Nanjing 226
Wilmington 223
Princeton 216
Lawrence 205
Seattle 194
Bern 181
Lauterbourg 173
Los Angeles 153
Izmir 145
Cambridge 139
Rome 132
Ho Chi Minh City 131
Des Moines 129
Tokyo 119
Medford 110
Jüchen 102
Dearborn 99
Hanoi 95
Redwood City 95
Council Bluffs 83
Buffalo 77
Florence 72
Istanbul 72
Dong Ket 67
Frankfurt am Main 67
Nanchang 65
Dakar 57
Kunming 56
Redondo Beach 55
São Paulo 55
Lucca 53
Pisa 47
Changsha 45
Boulder 44
Shenyang 43
Orem 39
Belo Horizonte 38
Guangzhou 36
Hangzhou 36
San Diego 35
Ogden 33
Lancaster 30
Warsaw 30
Washington 30
Lagos 28
Brussels 26
Tianjin 26
Hebei 25
Orange 25
San Francisco 25
Rio de Janeiro 24
Sydney 24
Da Nang 23
London 23
Abidjan 22
Toronto 22
Düsseldorf 21
Bremen 20
Pune 20
Lima 19
Norwalk 19
Bari 18
Chicago 18
Haiphong 18
Jiaxing 18
Munich 18
Paris 18
Vecchiano 18
Blacksburg 17
Chennai 17
Duncan 17
Falls Church 17
Mumbai 17
Naples 17
Santiago 17
Verona 17
Amsterdam 16
Totale 21.955
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Nome #
Modulus of Sand's from CPT's and DMT's 2.025
Design parameters from theory to practice 515
Interpretation of CPTu in “unusual” soils 401
Manuale di Ingegneria Geotecnica volume II 382
Characterization of gravelly geomaterials 379
Valutazione della sicurezza delle infrastrutture critiche nel settore civile, definizioni e metodologia 268
Bender Elements: Bad Source – Good Receiver 259
Geological and geotechnical investigations for the seismic response analysis at Castelnuovo Garfagnana in Central Italy 259
Strength and permeability parameters of compacted partially saturated silty and sandy soils 248
Evaluating degree of compaction of levees using cone penetration testing 231
Estimation of soil properties of shallow landslide source areas by dynamic penetration tests: first outcomes from Northern Tuscany (Italy) 227
Slope Stability Analysis In Seismic Areas Of The Northern Apennines (Italy) 213
Use in practice of seismic tests according to Eurocodes 213
Management in sicurezza nei luoghi di lavoro e valutazione dei rischi 212
Italian Experience in Assessing Shear Wave Velocity from CPT and SPT 210
Differences between mechanical and electrical cone penetration test in the liquefaction hazard assessment and soil profile reconstruction 210
General report: measurement of shear deformation of geomaterials in the laboratory 209
Stiffness of Toyoura Sand at Small and Intermediate Strain 207
Shear Wave Velocity in Soils from Penetration Tests 197
ANALYSIS OF A ROCK SLOPE FAILURE IN A LIMESTONE OPEN PIT 197
A computer controlled triaxial apparatus: preliminary results 196
Dynamic Probing as an easy and practical tool in geotechnical characterization of shallow landslide source areas: results, problems and perspectives in Northern Tuscany (Italy) 196
Proprietà dinamiche dei terreni 193
Characterization of soil deposits for seismic response analysis 193
ONDA: Computer Code for Nonlinear Seismic Response Anlyses of Soil Deposits 190
Maximum dry density of cohesionless soils by pluviation and by ASTM D4253-83: a Comparative Study 188
Seismic Microzoning and Soil Dynamics Studies in San Salvador 187
Studi di Microzonazione sismica e di dinamica dei terreni a San salvador 184
Shear modulus and damping of soils 184
A pluvial deposition method to reconstitute well graded gravelly sand specimens 180
Learning from the observation of failures 180
Maximum shear modulus measurement using bender elements in oedometer tests 179
Effect of laboratory sample-reconstitution method on the stiffness, strength parameters and envelope of cement-mixed silts 179
Assessment of coefficient of earth pressure at rest from shear wave velocity measurements 176
A contribution to the comprehension of the Paganico (Lucca plain, Tuscany) 175
Geotechnical characterization of the Macigno Fm. debris by dynamic penetration tests in the Serchio River basin (Tuscany, Italy) 175
Effect of cyclic prestraining on stiffness of sands II 174
Damping ratio of soils from laboratory and in situ tests 174
Analysis of existing levee systems 174
Effects of the cyclic prestraining on dilatancy characteristics and liquefaction strength of sand 172
A review of instrumentation for measuring local strains during triaxial testing of soil specimens 172
Rate and creep effect on the stiffness of soils 172
Geotechnical Characterization of Holocene and Pleistocene Messina sand and gravel deposits 172
Discussion on "Estimate of elastic shear modulus in holocene sand deposits" 170
Anisotropy of small strain stiffness in Ticino sand 167
Stiffness and Damping parameters for 1D non-linear seismic response analysis 164
A modified commercial triaxial testing system for small strain measurements 163
Discussion on " Correlation between liquefaction resistance and shear wave velocity 162
Influenza delle condizioni di sito sulla risposta sismica locale 161
Use of seismic piezocone for the assessment of the propagation velocity of body waves 160
An “Unexpected” Rock Failure in a Limetsone Open Pit Mine 160
Erratum: The optical modules of the phase-2 of the NEMO project (Journal of Instrumentation) 160
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 159
Small strain measurements during triaxial tests: Many problems, some solutions 158
Seminari di Geotecnica: Commenti e Applicazioni delle verifiche geotecniche previste dalla recente normativa italiana (OPCM 3274 e NTC 2005) 158
Large-Scale Geotechnical Experiments on Soil-Foundation Interaction (TRISEE Task 3) 156
Stress-strain-strength behaviour of undisturbed and reconstituted gravelly soil samples 156
Remarks on the stiffness at small strains of six Italian clays 155
A proposal of practically oriented summer school at the University of Pisa: Sustainable Building Summer School 155
Maximum shear modulus measurements using bender elements during oedometer tests 154
Development and Use of a Minicone for Liquefaction Risk Evaluation in Layered Soil Deposits 154
GEOPHYSICAL AND GEOTECHNICAL INVESTIGATIONS FOR GROUND RESPONSE ANALYSES 153
A new traveling sand pluviator to reconstitute specimens of well graded silty sands 152
Stress dependence of sand stiffness 151
Use of Plastic Diaphragms to Improve the Resistance of River Embankments Against Hydraulic Failures 151
Monotonic and cyclic loading behaviour of two sands at small strains 150
Final Design of the One-Span Suspension Bridge for the Messina Strait Crossing: Some Geotechnical Issues 150
Stiffness of Carbonatic Quiou Sand 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 148
Geotechnical Characterization of the Subsoil of the Pisa Tower 147
The research dilatometer: in situ and calibration chamber test results 146
A contribution to the comprehension of the Paganico (Lucca plain, Tuscany) 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
Discussion on "threshold strain in Soils" 144
Importance of full scale tests for the design of levees 144
Anisotropy of soil stiffness at small strain: Panel discussion to Session 1 143
Report on the education and training in geo-engineering sciences in Italy 142
Indagini sui materiali sulle strutture e sul sottosuolo 142
Laboratory investigation of small strain modulus anysotropy in sand 141
A Comparative Study on Shear Modulus and Damping ratio of Cohesive Soil from Laboratory tests” IS Lyon 03, Balkema, Vol. 1, pp. 257-265 141
A new proposal for the evaluation of the amplification coefficient due to valley effects in the simplified local seismic response analyses 141
STABILITY ANALYSIS OF THE SERCHIO RIVER FLOOD PLAIN EMBANKMENTS (TUSCANY, ITALY) 140
Design parameters of granular soils from in situ tests 139
USE OF CPT FOR SOIL PROFILING OF INTERMEDIATE SOILS: A NEW APPROACH 138
Theme Lecture: Characterising the prefailure deformation properties of geomaterials 138
Geotechnical parameterization of shallow landslides source areas by dynamic penetration tests in North-western Tuscany (Italy) 138
Discussion on "Behaviour of Sand at small strain" 137
Dilatometer tests in Calibration Chamber: Stiffness and Ko assessment 137
Seismic Actions according to the recent italian and european prescriptions 137
Pseudo-static vs. pseudo-dynamic slope stability analysis in seismic areas of the northern Apennines (Italy 134
Modelling of Hardening and degradation behaviour of clays and sands during cyclic loading 134
Operational sand stiffness from large scale load tests on reconstituted sand beds 134
Use of 1D and 2D seismic response analyses of soil deposits for seismic Microzonation of urban areas in Tuscany (Italy) 133
Discussion on "The significance of local lateral strain measurement of soil specimen for a wide range of strain" 131
In-situ seismic survey in characterising engineering properties of natural ground 131
Manuale di Ingegneria Geotecnica 131
Soil Testing: a Critical Analysis in the Framework of EC8 and OPCM 3274 131
A REPORT ON THE 2012 SEISMIC SEQUENCE IN EMILIA (NORTHERN ITALY) 130
GEOTECHNICAL CHARACTERIZATION OF THE FLOOD PLAIN EMBANKMENTS OF THE SERCHIO RIVER (TUSCANY, ITALY) 130
Strain rate effect on stiffness and damping of clays 129
Totale 19.576
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Categoria #
all - tutte 79.917
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 79.917
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2020/2021228 0 0 0 0 0 0 0 0 0 0 0 228
2021/20222.069 27 187 74 146 393 281 28 94 95 46 88 610
2022/20232.480 327 228 148 229 315 374 69 189 378 20 144 59
2023/20242.653 424 317 374 200 411 460 68 55 38 56 48 202
2024/20255.874 78 272 86 240 562 435 500 439 628 831 741 1.062
2025/20268.077 371 974 736 526 510 652 974 354 2.147 569 208 56
Totale 31.715