CINECA IRIS Institutional Research Information System

LO PRESTI, DIEGO CARLO
 Distribuzione geografica
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Continente #
NA - Nord America 9.542
EU - Europa 5.442
AS - Asia 1.989
AF - Africa 126
SA - Sud America 72
OC - Oceania 56
Continente sconosciuto - Info sul continente non disponibili 3
Totale 17.230
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Nazione #
US - Stati Uniti d'America 9.121
IT - Italia 2.479
CN - Cina 1.141
SE - Svezia 675
BG - Bulgaria 519
UA - Ucraina 442
CA - Canada 413
DE - Germania 365
GB - Regno Unito 236
FI - Finlandia 211
CH - Svizzera 187
TR - Turchia 186
VN - Vietnam 179
HK - Hong Kong 110
FR - Francia 93
IN - India 79
SG - Singapore 72
RU - Federazione Russa 69
IR - Iran 58
SN - Senegal 54
AU - Australia 45
BR - Brasile 35
JP - Giappone 32
NG - Nigeria 31
BE - Belgio 30
NL - Olanda 27
MY - Malesia 26
PL - Polonia 26
CI - Costa d'Avorio 21
ID - Indonesia 17
NO - Norvegia 15
AT - Austria 13
CL - Cile 12
ES - Italia 12
KR - Corea 11
NZ - Nuova Zelanda 11
PE - Perù 11
TH - Thailandia 10
TW - Taiwan 10
PK - Pakistan 9
CO - Colombia 7
DK - Danimarca 6
GR - Grecia 6
JO - Giordania 6
MO - Macao, regione amministrativa speciale della Cina 6
AE - Emirati Arabi Uniti 5
AR - Argentina 5
CZ - Repubblica Ceca 5
EG - Egitto 5
PH - Filippine 5
RO - Romania 5
DZ - Algeria 4
HR - Croazia 4
LK - Sri Lanka 4
MX - Messico 4
BD - Bangladesh 3
BN - Brunei Darussalam 3
EU - Europa 3
IL - Israele 3
IS - Islanda 3
RS - Serbia 3
SA - Arabia Saudita 3
UG - Uganda 3
AL - Albania 2
BO - Bolivia 2
EE - Estonia 2
IE - Irlanda 2
IQ - Iraq 2
KH - Cambogia 2
KW - Kuwait 2
PT - Portogallo 2
SK - Slovacchia (Repubblica Slovacca) 2
TZ - Tanzania 2
ZA - Sudafrica 2
AM - Armenia 1
BT - Bhutan 1
CR - Costa Rica 1
CY - Cipro 1
DM - Dominica 1
ET - Etiopia 1
GH - Ghana 1
LB - Libano 1
MA - Marocco 1
MD - Moldavia 1
OM - Oman 1
PA - Panama 1
SC - Seychelles 1
SV - El Salvador 1
Totale 17.230
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Città #
Woodbridge 1.510
Ann Arbor 1.119
Houston 907
Chandler 851
Milan 762
Jacksonville 590
Sofia 519
Fairfield 390
Beijing 379
Serra 359
Ottawa 356
Ashburn 322
New York 291
Nanjing 222
Wilmington 222
Princeton 216
Lawrence 205
Seattle 188
Bern 181
Izmir 143
Cambridge 137
Des Moines 129
Medford 110
Jüchen 102
Dearborn 99
Redwood City 95
Rome 84
Dong Ket 67
Nanchang 62
Kunming 56
Dakar 54
Florence 53
Hong Kong 45
Boulder 44
Shenyang 43
Changsha 39
Los Angeles 35
San Diego 35
Frankfurt am Main 33
Hefei 32
Lancaster 30
Lagos 27
Shanghai 27
Washington 27
Hangzhou 26
Hebei 25
Orange 25
Brussels 23
Guangzhou 23
Tianjin 23
Abidjan 21
Bremen 20
Pune 20
Norwalk 19
Ogden 19
Pisa 19
Jiaxing 18
Vecchiano 18
Duncan 17
Falls Church 17
San Francisco 17
Toronto 17
Central District 16
Marseille 16
Verona 16
Kowloon 14
London 14
Pavia 14
Sydney 14
Warsaw 14
Zhengzhou 14
Bari 13
Torino 13
Berlin 12
Boardman 12
Düsseldorf 12
Napoli 12
Auburn Hills 11
Trondheim 11
Helsinki 10
Honcho 10
Jinan 10
Lima 10
Mountain View 10
Paris 10
Tokyo 10
Bangkok 9
Central 9
Lendinara 9
Santiago 9
Turin 9
Ankara 8
Changchun 8
Darmstadt 8
Graz 8
Lucca 8
Tappahannock 8
Tehran 8
Vancouver 8
Bareggio 7
Totale 11.978
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Nome #
Design parameters from theory to practice 407
Characterization of gravelly geomaterials 209
Interpretation of CPTu in “unusual” soils 183
Geological and geotechnical investigations for the seismic response analysis at Castelnuovo Garfagnana in Central Italy 175
Manuale di Ingegneria Geotecnica volume II 162
Bender Elements: Bad Source – Good Receiver 161
Slope Stability Analysis In Seismic Areas Of The Northern Apennines (Italy) 160
ANALYSIS OF A ROCK SLOPE FAILURE IN A LIMESTONE OPEN PIT 156
A computer controlled triaxial apparatus: preliminary results 145
Stiffness of Toyoura Sand at Small and Intermediate Strain 143
General report: measurement of shear deformation of geomaterials in the laboratory 141
Characterization of soil deposits for seismic response analysis 139
Shear Wave Velocity in Soils from Penetration Tests 138
A pluvial deposition method to reconstitute well graded gravelly sand specimens 138
Differences between mechanical and electrical cone penetration test in the liquefaction hazard assessment and soil profile reconstruction 135
Estimation of soil properties of shallow landslide source areas by dynamic penetration tests: first outcomes from Northern Tuscany (Italy) 134
Maximum dry density of cohesionless soils by pluviation and by ASTM D4253-83: a Comparative Study 133
Valutazione della sicurezza delle infrastrutture critiche nel settore civile, definizioni e metodologia 132
Use in practice of seismic tests according to Eurocodes 132
Italian Experience in Assessing Shear Wave Velocity from CPT and SPT 128
Seismic Microzoning and Soil Dynamics Studies in San Salvador 125
A contribution to the comprehension of the Paganico (Lucca plain, Tuscany) 123
Effect of laboratory sample-reconstitution method on the stiffness, strength parameters and envelope of cement-mixed silts 121
Evaluating degree of compaction of levees using cone penetration testing 121
Geotechnical characterization of the Macigno Fm. debris by dynamic penetration tests in the Serchio River basin (Tuscany, Italy) 120
Shear modulus and damping of soils 119
Management in sicurezza nei luoghi di lavoro e valutazione dei rischi 118
Proprietà dinamiche dei terreni 117
Stiffness and Damping parameters for 1D non-linear seismic response analysis 117
Analysis of existing levee systems 117
Maximum shear modulus measurement using bender elements in oedometer tests 116
null 116
Strength and permeability parameters of compacted partially saturated silty and sandy soils 116
Modulus of Sand's from CPT's and DMT's 114
Rate and creep effect on the stiffness of soils 113
ONDA: Computer Code for Nonlinear Seismic Response Anlyses of Soil Deposits 113
An “Unexpected” Rock Failure in a Limetsone Open Pit Mine 113
Studi di Microzonazione sismica e di dinamica dei terreni a San salvador 112
Effects of the cyclic prestraining on dilatancy characteristics and liquefaction strength of sand 112
Anisotropy of small strain stiffness in Ticino sand 112
Influenza delle condizioni di sito sulla risposta sismica locale 112
Learning from the observation of failures 112
Effect of cyclic prestraining on stiffness of sands II 111
A modified commercial triaxial testing system for small strain measurements 110
Stress-strain-strength behaviour of undisturbed and reconstituted gravelly soil samples 107
Assessment of coefficient of earth pressure at rest from shear wave velocity measurements 106
Seminari di Geotecnica: Commenti e Applicazioni delle verifiche geotecniche previste dalla recente normativa italiana (OPCM 3274 e NTC 2005) 106
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 106
Dynamic Probing as an easy and practical tool in geotechnical characterization of shallow landslide source areas: results, problems and perspectives in Northern Tuscany (Italy) 106
A proposal of practically oriented summer school at the University of Pisa: Sustainable Building Summer School 106
Small strain measurements during triaxial tests: Many problems, some solutions 105
Damping ratio of soils from laboratory and in situ tests 105
Remarks on the stiffness at small strains of six Italian clays 102
Discussion on "Estimate of elastic shear modulus in holocene sand deposits" 102
GEOPHYSICAL AND GEOTECHNICAL INVESTIGATIONS FOR GROUND RESPONSE ANALYSES 102
Discussion on " Correlation between liquefaction resistance and shear wave velocity 101
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 101
A review of instrumentation for measuring local strains during triaxial testing of soil specimens 100
A new traveling sand pluviator to reconstitute specimens of well graded silty sands 100
A contribution to the comprehension of the Paganico (Lucca plain, Tuscany) 99
Geotechnical Characterization of Holocene and Pleistocene Messina sand and gravel deposits 98
Report on the education and training in geo-engineering sciences in Italy 98
A new proposal for the evaluation of the amplification coefficient due to valley effects in the simplified local seismic response analyses 98
Erratum: The optical modules of the phase-2 of the NEMO project (Journal of Instrumentation) 98
Stiffness of Carbonatic Quiou Sand 97
Seismic Actions according to the recent italian and european prescriptions 96
Theme Lecture: Characterising the prefailure deformation properties of geomaterials 96
Maximum shear modulus measurements using bender elements during oedometer tests 95
null 94
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 93
Stiffness Non-Linearity of Three Sands 93
Operational sand stiffness from large scale load tests on reconstituted sand beds 92
Discussion on "threshold strain in Soils" 91
Stress dependence of sand stiffness 91
Final Design of the One-Span Suspension Bridge for the Messina Strait Crossing: Some Geotechnical Issues 91
Report on the Current Situation of Laboratory Stress-Strain Testing of Geomaterials in Italy and its Use in Practice 90
Large-Scale Geotechnical Experiments on Soil-Foundation Interaction (TRISEE Task 3) 89
Dilatometer tests in Calibration Chamber: Stiffness and Ko assessment 89
STABILITY ANALYSIS OF THE SERCHIO RIVER FLOOD PLAIN EMBANKMENTS (TUSCANY, ITALY) 89
Pseudo-static vs. pseudo-dynamic slope stability analysis in seismic areas of the northern Apennines (Italy 87
Geotechnical parameterization of shallow landslides source areas by dynamic penetration tests in North-western Tuscany (Italy) 87
Soil Testing: a Critical Analysis in the Framework of EC8 and OPCM 3274 87
Discussion on "Behaviour of Sand at small strain" 86
The research dilatometer: in situ and calibration chamber test results 86
USE OF CPT FOR SOIL PROFILING OF INTERMEDIATE SOILS: A NEW APPROACH 86
null 85
null 85
A Comparative Study on Shear Modulus and Damping ratio of Cohesive Soil from Laboratory tests” IS Lyon 03, Balkema, Vol. 1, pp. 257-265 84
Use of Plastic Diaphragms to Improve the Resistance of River Embankments Against Hydraulic Failures 84
Low-strain stiffness and material damping ratio coupling in soils 84
Anisotropy of soil stiffness at small strain: Panel discussion to Session 1 82
A Preliminary Report on the 2012 Seismic Sequence in Emilia (Northern Italy) 82
Importance of full scale tests for the design of levees 82
Monotonic and cyclic loading behaviour of two sands at small strains 81
Effect of laboratory sample-reconstitution method on the stiffness and strength parameters 81
Design parameters of granular soils from in situ tests 80
Evaluation of relative density and shear strength of sands from CPT and DMT 80
Strain rate effect on stiffness and damping of clays 79
A REPORT ON THE 2012 SEISMIC SEQUENCE IN EMILIA (NORTHERN ITALY) 79
Liquefaction Potential Assessment of Silty and Silty-Sand Deposits: A Case Study 78
Totale 11.208
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Categoria #
all - tutte 37.970
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 37.970
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Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2018/2019528 0 0 0 0 0 0 0 0 0 224 178 126
2019/20202.624 385 404 270 116 242 165 234 111 197 171 292 37
2020/20211.490 147 46 200 47 197 67 157 146 74 100 81 228
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
2023/20242.384 424 317 375 200 411 462 69 55 38 33 0 0
Totale 17.495