statistiche ricercatore

Continente	#
AS - Asia	556
NA - Nord America	262
EU - Europa	223
SA - Sud America	145
AF - Africa	20
OC - Oceania	7
Continente sconosciuto - Info sul continente non disponibili	2
Totale	1.215

Nazione	#
US - Stati Uniti d'America	244
SG - Singapore	173
IT - Italia	109
VN - Vietnam	109
BR - Brasile	99
CN - Cina	96
BD - Bangladesh	56
HK - Hong Kong	26
IN - India	26
FR - Francia	22
KR - Corea	15
DE - Germania	14
EC - Ecuador	14
FI - Finlandia	13
NL - Olanda	13
UA - Ucraina	12
AR - Argentina	9
GB - Regno Unito	9
CO - Colombia	8
AU - Australia	7
IQ - Iraq	7
BE - Belgio	6
CA - Canada	6
MX - Messico	6
RU - Federazione Russa	6
AE - Emirati Arabi Uniti	5
CL - Cile	5
ID - Indonesia	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
KZ - Kazakistan	3
SE - Svezia	3
SN - Senegal	3
VE - Venezuela	3
AT - Austria	2
GT - Guatemala	2
IE - Irlanda	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
BB - Barbados	1
BG - Bulgaria	1
BN - Brunei Darussalam	1
BO - Bolivia	1
BT - Bhutan	1
CG - Congo	1
CI - Costa d'Avorio	1
CR - Costa Rica	1
DZ - Algeria	1
ES - Italia	1
ET - Etiopia	1
GE - Georgia	1
JM - Giamaica	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	1.215

Nome	#
A method for predicting the permanent displacements of embedded cantilever retaining walls under seismic loading	141
An approach for predicting earthquake-induced permanent displacements of embedded cantilever walls in soils with cohesion	140
An analytical approach to reduce mesh dependency in the numerical simulation of landslides involving brittle rocks	126
Prediction of slow-moving landslide mobility due to rainfall using a two-wedges model	123
Effectiveness of the piles used to reduce the rainfall-induced mobility of active landslides	119
A simple method to reduce mesh dependency in modelling landslides involving brittle soils	108
A practical approach for predicting landslide retrogression and run-out distances in sensitive clays	98
Post-failure stage analysis of flow-type landslides using different numerical techniques	90
A Simplified Method for Relating Rainfall to Movements of Slopes Reinforced by Piles	88
Analysis of a landslide in sensitive clays using the material point method	84
Back-Analysis of the Post-failure Stage of a Landslide in Sensitive Clays	74
Mitigation of Rainfall-induced Mobility of Slow-moving Landslides Using Piles	26
Settlement analysis of residential buildings with eccentric loads and complex subsoil conditions	26
Totale	1.243

	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	809	73	46	47	67	143	50	81	29	81	73	34	85
Totale													1.243