CINECA IRIS Institutional Research Information System

LO PRESTI, DIEGO CARLO
 Distribuzione geografica
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Continente #
NA - Nord America 13.702
EU - Europa 8.670
AS - Asia 8.253
SA - Sud America 960
Continente sconosciuto - Info sul continente non disponibili 290
AF - Africa 214
OC - Oceania 84
Totale 32.173
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Nazione #
US - Stati Uniti d'America 13.173
IT - Italia 2.963
CN - Cina 2.689
SG - Singapore 2.223
FI - Finlandia 2.165
HK - Hong Kong 1.278
BR - Brasile 773
SE - Svezia 700
VN - Vietnam 588
BG - Bulgaria 521
CA - Canada 460
DE - Germania 457
UA - Ucraina 449
KR - Corea 429
FR - Francia 323
GB - Regno Unito 299
TR - Turchia 279
RU - Federazione Russa 243
CH - Svizzera 192
IN - India 176
JP - Giappone 160
AU - Australia 71
IR - Iran 69
NL - Olanda 69
ID - Indonesia 57
SN - Senegal 57
PL - Polonia 52
AR - Argentina 48
BD - Bangladesh 44
ES - Italia 38
MY - Malesia 38
BE - Belgio 35
NG - Nigeria 34
AT - Austria 31
PK - Pakistan 30
IQ - Iraq 27
CL - Cile 26
CO - Colombia 26
PE - Perù 26
NO - Norvegia 25
TH - Thailandia 23
CI - Costa d'Avorio 22
MX - Messico 22
CZ - Repubblica Ceca 21
ZA - Sudafrica 20
EC - Ecuador 19
SA - Arabia Saudita 17
TW - Taiwan 17
EG - Egitto 16
PH - Filippine 16
VE - Venezuela 15
NZ - Nuova Zelanda 13
UZ - Uzbekistan 13
JO - Giordania 12
MA - Marocco 12
UY - Uruguay 12
AE - Emirati Arabi Uniti 11
CR - Costa Rica 11
DZ - Algeria 11
IE - Irlanda 11
BJ - Benin 10
PT - Portogallo 10
DK - Danimarca 9
IL - Israele 9
KE - Kenya 9
RO - Romania 9
GR - Grecia 8
PY - Paraguay 8
TT - Trinidad e Tobago 8
AL - Albania 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
PR - Porto Rico 5
SV - El Salvador 5
TN - Tunisia 5
ET - Etiopia 4
JM - Giamaica 4
NP - Nepal 4
UG - Uganda 4
BN - Brunei Darussalam 3
EU - Europa 3
GH - Ghana 3
HN - Honduras 3
HU - Ungheria 3
IS - Islanda 3
KG - Kirghizistan 3
OM - Oman 3
RS - Serbia 3
BB - Barbados 2
BH - Bahrain 2
BT - Bhutan 2
EE - Estonia 2
KH - Cambogia 2
KW - Kuwait 2
Totale 31.857
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Città #
Helsinki 1.949
Woodbridge 1.511
Singapore 1.260
Hong Kong 1.185
Ashburn 1.174
Ann Arbor 1.119
Houston 911
Chandler 852
Milan 798
Santa Clara 708
San Jose 705
Jacksonville 593
Hefei 543
Sofia 521
Beijing 473
Shanghai 451
Dallas 413
Seoul 403
Fairfield 390
Ottawa 360
Serra 360
New York 310
Council Bluffs 253
Boardman 226
Nanjing 226
Wilmington 224
Princeton 216
Lawrence 205
Seattle 194
Bern 181
Lauterbourg 173
Los Angeles 159
Izmir 145
Cambridge 140
Rome 132
Ho Chi Minh City 131
Des Moines 129
Tokyo 120
Medford 110
Jüchen 102
Dearborn 99
Hanoi 95
Redwood City 95
Buffalo 79
Florence 74
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
Warsaw 31
Washington 31
Lancaster 30
Lagos 28
Brussels 27
San Francisco 26
Tianjin 26
Hebei 25
Orange 25
Rio de Janeiro 25
Sydney 25
Da Nang 23
London 23
Abidjan 22
Toronto 22
Düsseldorf 21
Bremen 20
Pune 20
Lima 19
Naples 19
Norwalk 19
Bari 18
Chennai 18
Chicago 18
Haiphong 18
Jiaxing 18
Munich 18
Paris 18
Phoenix 18
Vecchiano 18
Blacksburg 17
Duncan 17
Falls Church 17
Mumbai 17
Santiago 17
Verona 17
Totale 22.211
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Nome #
Modulus of Sand's from CPT's and DMT's 2.025
Design parameters from theory to practice 516
Manuale di Ingegneria Geotecnica volume II 413
Interpretation of CPTu in “unusual” soils 406
Characterization of gravelly geomaterials 392
Valutazione della sicurezza delle infrastrutture critiche nel settore civile, definizioni e metodologia 274
Bender Elements: Bad Source – Good Receiver 263
Geological and geotechnical investigations for the seismic response analysis at Castelnuovo Garfagnana in Central Italy 262
Strength and permeability parameters of compacted partially saturated silty and sandy soils 259
Evaluating degree of compaction of levees using cone penetration testing 239
Estimation of soil properties of shallow landslide source areas by dynamic penetration tests: first outcomes from Northern Tuscany (Italy) 229
Use in practice of seismic tests according to Eurocodes 215
Differences between mechanical and electrical cone penetration test in the liquefaction hazard assessment and soil profile reconstruction 215
Slope Stability Analysis In Seismic Areas Of The Northern Apennines (Italy) 214
Management in sicurezza nei luoghi di lavoro e valutazione dei rischi 213
Italian Experience in Assessing Shear Wave Velocity from CPT and SPT 212
General report: measurement of shear deformation of geomaterials in the laboratory 210
Stiffness of Toyoura Sand at Small and Intermediate Strain 209
Dynamic Probing as an easy and practical tool in geotechnical characterization of shallow landslide source areas: results, problems and perspectives in Northern Tuscany (Italy) 204
ANALYSIS OF A ROCK SLOPE FAILURE IN A LIMESTONE OPEN PIT 199
Shear Wave Velocity in Soils from Penetration Tests 197
A computer controlled triaxial apparatus: preliminary results 196
ONDA: Computer Code for Nonlinear Seismic Response Anlyses of Soil Deposits 195
Characterization of soil deposits for seismic response analysis 194
Proprietà dinamiche dei terreni 193
Maximum dry density of cohesionless soils by pluviation and by ASTM D4253-83: a Comparative Study 190
Seismic Microzoning and Soil Dynamics Studies in San Salvador 187
Learning from the observation of failures 186
Studi di Microzonazione sismica e di dinamica dei terreni a San salvador 184
Shear modulus and damping of soils 184
Effect of laboratory sample-reconstitution method on the stiffness, strength parameters and envelope of cement-mixed silts 183
A pluvial deposition method to reconstitute well graded gravelly sand specimens 180
Maximum shear modulus measurement using bender elements in oedometer tests 179
Geotechnical characterization of the Macigno Fm. debris by dynamic penetration tests in the Serchio River basin (Tuscany, Italy) 178
Damping ratio of soils from laboratory and in situ tests 177
Assessment of coefficient of earth pressure at rest from shear wave velocity measurements 177
A contribution to the comprehension of the Paganico (Lucca plain, Tuscany) 176
Analysis of existing levee systems 176
Effect of cyclic prestraining on stiffness of sands II 175
Rate and creep effect on the stiffness of soils 175
A review of instrumentation for measuring local strains during triaxial testing of soil specimens 174
Effects of the cyclic prestraining on dilatancy characteristics and liquefaction strength of sand 173
Geotechnical Characterization of Holocene and Pleistocene Messina sand and gravel deposits 173
Anisotropy of small strain stiffness in Ticino sand 171
Discussion on "Estimate of elastic shear modulus in holocene sand deposits" 171
Stiffness and Damping parameters for 1D non-linear seismic response analysis 167
Use of seismic piezocone for the assessment of the propagation velocity of body waves 166
Discussion on " Correlation between liquefaction resistance and shear wave velocity 165
A modified commercial triaxial testing system for small strain measurements 164
Erratum: The optical modules of the phase-2 of the NEMO project (Journal of Instrumentation) 164
Influenza delle condizioni di sito sulla risposta sismica locale 162
An “Unexpected” Rock Failure in a Limetsone Open Pit Mine 162
Seminari di Geotecnica: Commenti e Applicazioni delle verifiche geotecniche previste dalla recente normativa italiana (OPCM 3274 e NTC 2005) 160
Development and Use of a Minicone for Liquefaction Risk Evaluation in Layered Soil Deposits 160
Small strain measurements during triaxial tests: Many problems, some solutions 159
Remarks on the stiffness at small strains of six Italian clays 159
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
Stress-strain-strength behaviour of undisturbed and reconstituted gravelly soil samples 159
Large-Scale Geotechnical Experiments on Soil-Foundation Interaction (TRISEE Task 3) 158
A proposal of practically oriented summer school at the University of Pisa: Sustainable Building Summer School 158
Stress dependence of sand stiffness 157
GEOPHYSICAL AND GEOTECHNICAL INVESTIGATIONS FOR GROUND RESPONSE ANALYSES 157
Use of Plastic Diaphragms to Improve the Resistance of River Embankments Against Hydraulic Failures 156
Maximum shear modulus measurements using bender elements during oedometer tests 154
A new traveling sand pluviator to reconstitute specimens of well graded silty sands 153
Final Design of the One-Span Suspension Bridge for the Messina Strait Crossing: Some Geotechnical Issues 153
The research dilatometer: in situ and calibration chamber test results 151
Monotonic and cyclic loading behaviour of two sands at small strains 150
Stiffness of Carbonatic Quiou Sand 149
Geotechnical Characterization of the Subsoil of the Pisa Tower 148
A Comparative Study on Shear Modulus and Damping ratio of Cohesive Soil from Laboratory tests” IS Lyon 03, Balkema, Vol. 1, pp. 257-265 148
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
A contribution to the comprehension of the Paganico (Lucca plain, Tuscany) 148
A new proposal for the evaluation of the amplification coefficient due to valley effects in the simplified local seismic response analyses 147
Importance of full scale tests for the design of levees 147
Discussion on "threshold strain in Soils" 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
Indagini sui materiali sulle strutture e sul sottosuolo 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 143
Laboratory investigation of small strain modulus anysotropy in sand 142
Dilatometer tests in Calibration Chamber: Stiffness and Ko assessment 141
STABILITY ANALYSIS OF THE SERCHIO RIVER FLOOD PLAIN EMBANKMENTS (TUSCANY, ITALY) 141
Design parameters of granular soils from in situ tests 140
Seismic Actions according to the recent italian and european prescriptions 140
Geotechnical parameterization of shallow landslides source areas by dynamic penetration tests in North-western Tuscany (Italy) 140
Discussion on "Behaviour of Sand at small strain" 139
Theme Lecture: Characterising the prefailure deformation properties of geomaterials 139
USE OF CPT FOR SOIL PROFILING OF INTERMEDIATE SOILS: A NEW APPROACH 138
Pseudo-static vs. pseudo-dynamic slope stability analysis in seismic areas of the northern Apennines (Italy 136
Use of 1D and 2D seismic response analyses of soil deposits for seismic Microzonation of urban areas in Tuscany (Italy) 135
Discussion on "The significance of local lateral strain measurement of soil specimen for a wide range of strain" 135
In-situ seismic survey in characterising engineering properties of natural ground 135
GEOTECHNICAL CHARACTERIZATION OF THE FLOOD PLAIN EMBANKMENTS OF THE SERCHIO RIVER (TUSCANY, ITALY) 135
Operational sand stiffness from large scale load tests on reconstituted sand beds 135
Modelling of Hardening and degradation behaviour of clays and sands during cyclic loading 134
A REPORT ON THE 2012 SEISMIC SEQUENCE IN EMILIA (NORTHERN ITALY) 134
A Preliminary Report on the 2012 Seismic Sequence in Emilia (Northern Italy) 133
Manuale di Ingegneria Geotecnica 133
Soil Testing: a Critical Analysis in the Framework of EC8 and OPCM 3274 133
Totale 19.860
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Categoria #
all - tutte 83.294
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 83.294
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2021/20222.042 0 187 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
2025/20268.121 371 974 736 526 510 652 974 354 2.147 569 208 100
2026/2027414 180 234 0 0 0 0 0 0 0 0 0 0
Totale 32.173