statistiche ricercatore

Nazione	#
US - Stati Uniti d'America	1.026
IT - Italia	1.023
CN - Cina	782
DE - Germania	511
IN - India	475
IR - Iran	437
GB - Regno Unito	340
SG - Singapore	318
FR - Francia	286
ES - Italia	229
VN - Vietnam	222
KR - Corea	221
AU - Australia	204
JP - Giappone	182
TR - Turchia	178
MY - Malesia	167
SA - Arabia Saudita	137
HK - Hong Kong	130
QA - Qatar	110
CA - Canada	108
EG - Egitto	106
PL - Polonia	100
TH - Thailandia	99
NL - Olanda	86
CH - Svizzera	85
EU - Europa	81
AE - Emirati Arabi Uniti	73
RU - Federazione Russa	71
AT - Austria	67
NO - Norvegia	63
BR - Brasile	62
GR - Grecia	59
DK - Danimarca	56
CL - Cile	47
MX - Messico	47
IL - Israele	39
AP - ???statistics.table.value.countryCode.AP???	32
ID - Indonesia	31
RO - Romania	26
AL - Albania	25
SE - Svezia	25
CZ - Repubblica Ceca	23
EC - Ecuador	22
IE - Irlanda	22
IQ - Iraq	20
CO - Colombia	19
PE - Perù	19
UA - Ucraina	19
AR - Argentina	18
BG - Bulgaria	18
PH - Filippine	15
DZ - Algeria	14
TW - Taiwan	14
FI - Finlandia	12
PK - Pakistan	12
SI - Slovenia	12
LK - Sri Lanka	11
NP - Nepal	11
NZ - Nuova Zelanda	11
ZA - Sudafrica	11
GE - Georgia	9
PT - Portogallo	9
VE - Venezuela	8
BW - Botswana	7
HR - Croazia	7
PA - Panama	7
AZ - Azerbaigian	6
JO - Giordania	6
MM - Myanmar	6
OM - Oman	6
RS - Serbia	6
BE - Belgio	5
LB - Libano	5
CR - Costa Rica	4
NG - Nigeria	4
PG - Papua Nuova Guinea	4
TN - Tunisia	4
HU - Ungheria	3
SK - Slovacchia (Repubblica Slovacca)	3
BA - Bosnia-Erzegovina	2
BD - Bangladesh	2
GH - Ghana	2
KW - Kuwait	2
LA - Repubblica Popolare Democratica del Laos	2
LT - Lituania	2
MA - Marocco	2
MU - Mauritius	2
UZ - Uzbekistan	2
BZ - Belize	1
LS - Lesotho	1
MN - Mongolia	1
Totale	8.799

Nome	#
Analysis of the Performance of Two Component Back-filling Grout in Tunnel Boring Machines Operating under Face Pressure, file e384c42e-14bd-d4b2-e053-9f05fe0a1d67	4.900
The behaviour of a two-component backfilling grout used in a Tunnel-Boring Machine, file e384c42e-17c8-d4b2-e053-9f05fe0a1d67	2.174
Study of the Permeability of Foam Conditioned Soils with Laboratory Tests, file e384c42e-177b-d4b2-e053-9f05fe0a1d67	574
Laboratory test for EPB tunnelling assessment:results of test campaign on two different granular soils, file e384c42e-0e23-d4b2-e053-9f05fe0a1d67	494
QuaRRi: a new methodology for rock-fall risk analysis and management in quarry exploitation, file e384c42e-0a72-d4b2-e053-9f05fe0a1d67	430
How tunnel boundary irregularities can influence the stresses in a shotcrete lining, file e384c42e-04e3-d4b2-e053-9f05fe0a1d67	259
Soil conditioning for EPBs, file e384c42e-00e5-d4b2-e053-9f05fe0a1d67	6
Using the slump test to assess the behavior of conditioned soil for EPB tunnelling, file e384c42e-03f8-d4b2-e053-9f05fe0a1d67	2
Totale	8.839

	Totale	Lug	Ago	Sett	Ott	Nov	Dic	Gen	Feb	Mar	Apr	Mag	Giu
2018/2019	46	0	0	0	0	0	0	0	0	0	0	20	26
2019/2020	163	22	12	6	17	13	11	8	20	17	11	14	12
2020/2021	170	15	11	9	21	31	12	5	13	14	10	13	16
2021/2022	193	3	17	19	11	12	15	26	7	13	20	29	21
2022/2023	128	15	13	20	9	12	14	8	10	14	5	8	0
2023/2024	5	2	0	0	0	0	0	0	2	1	0	0	0
Totale													8.839

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