statistiche ricercatore

Continente	#
AS - Asia	565
NA - Nord America	313
EU - Europa	236
SA - Sud America	147
Continente sconosciuto - Info sul continente non disponibili	34
AF - Africa	20
OC - Oceania	7
Totale	1.322

Nazione	#
US - Stati Uniti d'America	288
SG - Singapore	174
IT - Italia	120
VN - Vietnam	110
CN - Cina	100
BR - Brasile	99
BD - Bangladesh	58
HK - Hong Kong	26
IN - India	26
FR - Francia	22
KR - Corea	15
DE - Germania	14
EC - Ecuador	14
NL - Olanda	14
FI - Finlandia	13
UA - Ucraina	12
CO - Colombia	10
GB - Regno Unito	10
AR - Argentina	9
CA - Canada	8
AU - Australia	7
IQ - Iraq	7
MX - Messico	7
BE - Belgio	6
ID - Indonesia	6
RU - Federazione Russa	6
AE - Emirati Arabi Uniti	5
CL - Cile	5
PL - Polonia	5
TR - Turchia	5
ZA - Sudafrica	5
JP - Giappone	4
MA - Marocco	4
MY - Malesia	4
PK - Pakistan	4
AZ - Azerbaigian	3
GT - Guatemala	3
KZ - Kazakistan	3
SE - Svezia	3
SN - Senegal	3
VE - Venezuela	3
AT - Austria	2
CR - Costa Rica	2
IE - Irlanda	2
JM - Giamaica	2
JO - Giordania	2
KE - Kenya	2
KG - Kirghizistan	2
LT - Lituania	2
NP - Nepal	2
PE - Perù	2
PY - Paraguay	2
UY - Uruguay	2
UZ - Uzbekistan	2
XK - ???statistics.table.value.countryCode.XK???	2
AG - Antigua e Barbuda	1
BB - Barbados	1
BG - Bulgaria	1
BN - Brunei Darussalam	1
BO - Bolivia	1
BT - Bhutan	1
CG - Congo	1
CI - Costa d'Avorio	1
DZ - Algeria	1
ES - Italia	1
ET - Etiopia	1
GE - Georgia	1
KW - Kuwait	1
MD - Moldavia	1
MZ - Mozambico	1
PS - Palestinian Territory	1
PT - Portogallo	1
RO - Romania	1
SV - El Salvador	1
SY - Repubblica araba siriana	1
TH - Thailandia	1
TN - Tunisia	1
Totale	1.290

Nome	#
An approach for predicting earthquake-induced permanent displacements of embedded cantilever walls in soils with cohesion	146
A method for predicting the permanent displacements of embedded cantilever retaining walls under seismic loading	145
An analytical approach to reduce mesh dependency in the numerical simulation of landslides involving brittle rocks	134
Prediction of slow-moving landslide mobility due to rainfall using a two-wedges model	128
Effectiveness of the piles used to reduce the rainfall-induced mobility of active landslides	126
A simple method to reduce mesh dependency in modelling landslides involving brittle soils	112
A practical approach for predicting landslide retrogression and run-out distances in sensitive clays	101
Post-failure stage analysis of flow-type landslides using different numerical techniques	93
A Simplified Method for Relating Rainfall to Movements of Slopes Reinforced by Piles	92
Analysis of a landslide in sensitive clays using the material point method	88
Back-Analysis of the Post-failure Stage of a Landslide in Sensitive Clays	83
Settlement analysis of residential buildings with eccentric loads and complex subsoil conditions	30
Mitigation of Rainfall-induced Mobility of Slow-moving Landslides Using Piles	29
MPM-based relationships to assess soil shear strength, velocity and runout distance of liquefaction-induced flow-type slope failures	11
A Practical Method for the Predictive Analysis of Landslides in Sensitive Clays	4
Totale	1.322

	Totale	Lug	Ago	Sett	Ott	Nov	Dic	Gen	Feb	Mar	Apr	Mag	Giu
2021/2022	7	0	0	0	0	0	0	0	0	2	0	3	2
2022/2023	36	1	2	0	5	7	3	0	7	5	2	4	0
2023/2024	139	4	7	4	12	5	4	2	6	4	22	50	19
2024/2025	252	13	34	13	16	12	4	20	1	53	5	22	59
2025/2026	813	73	46	47	67	143	50	81	29	81	73	34	89
2026/2027	75	50	16	9	0	0	0	0	0	0	0	0	0
Totale													1.322