MORACI, Nicola
 Distribuzione geografica
Continente #
EU - Europa 139
AS - Asia 67
NA - Nord America 35
SA - Sud America 3
AF - Africa 2
OC - Oceania 1
Totale 247
Nazione #
IT - Italia 125
VN - Vietnam 42
US - Stati Uniti d'America 32
IR - Iran 7
CN - Cina 6
IN - India 4
NL - Olanda 4
CA - Canada 3
IQ - Iraq 2
PE - Perù 2
SG - Singapore 2
TR - Turchia 2
CO - Colombia 1
DE - Germania 1
DK - Danimarca 1
DZ - Algeria 1
FI - Finlandia 1
FR - Francia 1
GB - Regno Unito 1
ID - Indonesia 1
JP - Giappone 1
NZ - Nuova Zelanda 1
PT - Portogallo 1
RO - Romania 1
RS - Serbia 1
RU - Federazione Russa 1
SK - Slovacchia (Repubblica Slovacca) 1
ZA - Sudafrica 1
Totale 247
Città #
Reggio Calabria 78
Dong Ket 38
Changsha 5
Hanoi 4
Palermo 4
Des Moines 3
Dipignano 3
Militello 3
Naaldwijk 3
New York 3
Edmonton 2
Lamézia 2
Lansing 2
Lima 2
Redmond 2
Waltham 2
Ahvaz 1
Ankara 1
Auckland 1
Bedford 1
Bogotá 1
Braila 1
Cadoneghe 1
Cedar Knolls 1
Chennai 1
Chicago 1
Corpus Christi 1
Council Bluffs 1
Dokuz 1
Fleming Island 1
Helsinki 1
Houston 1
Jakarta 1
Johannesburg 1
Konnagar 1
Lake Forest 1
Lurago Marinone 1
Milpitas 1
Mississauga 1
Mumbai 1
Norwalk 1
Noto 1
Pesaro 1
Porto 1
Rome 1
Shijiazhuang 1
Suri 1
Tokyo 1
Zrenjanin 1
Totale 189
Nome #
The influence of a cyclic loading history on soil-geogrid interaction under pullout condition, file e2047586-e5f4-7e24-e053-6605fe0afb29 36
3D - FEM Analysis on geogrid reinforced flexible pavement roads, file e2047587-0a0e-7e24-e053-6605fe0afb29 34
Debris flow susceptibility zoning: An approach applied to a study area, file e2047586-ebac-7e24-e053-6605fe0afb29 21
Experimental study of a naturally-weathered stiff clay., file e2047586-e826-7e24-e053-6605fe0afb29 12
Nickel removal by zero valent iron/lapillus mixtures in column systems, file e2047586-e81d-7e24-e053-6605fe0afb29 11
Replay to the Discussion by Ni et al. on “Analysis of the internal stability of granular soils using different methods”, file e2047586-e822-7e24-e053-6605fe0afb29 9
Unpaved Road Reinforced with Geosynthetics, file e2047587-1443-7e24-e053-6605fe0afb29 8
Tensile behaviour of an HDPE geogrid under cyclic loading: experimental results and empirical modelling, file e2047586-e3d1-7e24-e053-6605fe0afb29 7
Root reinforcement as a measure for shallow landslides risk mitigation, file e2047586-e58b-7e24-e053-6605fe0afb29 6
Groundwater remediation using permeable reactive barrier technology, file e2047586-e7a3-7e24-e053-6605fe0afb29 6
The influence of a cyclic loading history on soil-geogrid interaction under pullout condition, file e2047586-e4bd-7e24-e053-6605fe0afb29 5
An advanced methodology for debris flow analysis in the context of landslide hazard zoning, file e2047586-e844-7e24-e053-6605fe0afb29 5
The removal efficiency and long-term hydraulic behaviour of zero valent iron/lapillus mixtures for the simultaneous removal of Cu 2+ , Ni 2+ and Zn 2+, file e2047586-eb3e-7e24-e053-6605fe0afb29 4
Progettazione di barriere permeabili reattive per la bonifica di acquiferi contaminati da metalli pesanti [Design of permeable reactive barriers for remediation of groundwater contaminated by heavy metals]., file e2047587-0e20-7e24-e053-6605fe0afb29 4
The characterisation of geosynthetic interface friction by means of the inclined plane test, file e2047587-f812-7e24-e053-6605fe0afb29 4
Long-Term Efficiency of Zero-Valent Iron - Pumice granular mixtures for the removal of copper or nickel from groundwater., file e2047586-0ea9-7e24-e053-6605fe0afb29 3
Influence of cyclic tensile loading on pullout resistance of geogrids embedded in a compacted granular soil, file e2047586-e4ae-7e24-e053-6605fe0afb29 3
Valutazione della stabilità interna dei terreni granulari, file e2047586-e87b-7e24-e053-6605fe0afb29 3
A New Approach for the Design, Construction and Control of Compacted Mineral Liners of a MSW Landfill Capping, file e2047586-ecbd-7e24-e053-6605fe0afb29 3
Reactive and Hydraulic Behavior of Permeable Reactive Barriers Constituted by Fe0 and Granular Mixtures of Fe0/Pumice, file e2047587-d8fb-7e24-e053-6605fe0afb29 3
High-density polyethylene/carbon nanotubes composites: Investigation on the factors responsible for the fracture formation under tensile loading, file e2047589-1860-7e24-e053-6605fe0afb29 3
Estimate of the optimum weight ratio in Zero-Valent Iron/Pumice granular mixtures used in permeable reactive barriers for the remediation of nickel contaminated groundwater, file e2047586-11c1-7e24-e053-6605fe0afb29 2
Soil geosynthetic interaction: design parameters from experimental and theoretical analysis, file e2047586-e3cd-7e24-e053-6605fe0afb29 2
Geogrid pullout behaviour according to the experimental evaluation of the active length, file e2047586-e4b7-7e24-e053-6605fe0afb29 2
Modelling interference between the geogrid bearing members under pullout loading conditions, file e2047586-e4bb-7e24-e053-6605fe0afb29 2
Tensile behaviour of an HDPE geogrid under cyclic loading: experimental results and empirical modelling, file e2047586-e51e-7e24-e053-6605fe0afb29 2
Fe0/pumice mixtures: From laboratory tests to permeable reactive barrier design, file e2047586-e819-7e24-e053-6605fe0afb29 2
Fe0/pumice mixtures: From laboratory tests to permeable reactive barrier design, file e2047586-e81a-7e24-e053-6605fe0afb29 2
A comparison between Fe0/pumice and Fe0/lapillus mixtures in permeable reactive barriers, file e2047586-e9ce-7e24-e053-6605fe0afb29 2
Removal of heavy metals from landfill leachate using zero valent iron and granular activated carbon, file e2047586-ea35-7e24-e053-6605fe0afb29 2
Removal of heavy metals from landfill leachate using zero valent iron and granular activated carbon, file e2047586-ea36-7e24-e053-6605fe0afb29 2
Predicting the saturated hydraulic conductivity of clayey soils and clayey or silty sands, file e2047586-ea3a-7e24-e053-6605fe0afb29 2
Dynamic friction and the seismic performance of geosynthetic interfaces, file e2047586-ecc5-7e24-e053-6605fe0afb29 2
The determination of interface friction by means of vibrating table tests, file e2047586-ecc8-7e24-e053-6605fe0afb29 2
The determination of interface friction by means of vibrating table tests, file e2047586-ecc9-7e24-e053-6605fe0afb29 2
Geogrid pullout behaviour according to the experimental evaluation of the active length, file e2047586-fe40-7e24-e053-6605fe0afb29 2
Modelling interference between the geogrid bearing members under pullout loading conditions, file e2047587-01ff-7e24-e053-6605fe0afb29 2
Deformative behaviour of different geogrids embedded in a granular soil under monotonic and cyclic pullout loads, file e2047587-027b-7e24-e053-6605fe0afb29 2
Influence of cyclic tensile loading on pullout resistance of geogrids embedded in a compacted granular soil, file e2047587-0280-7e24-e053-6605fe0afb29 2
Dry friction behaviour of a geosynthetic interface using inclined plane and shaking table tests., file e2047587-f94d-7e24-e053-6605fe0afb29 2
Heavy Metals Removal and Hydraulic Performance in Zero-Valent Iron/Pumice Permeable Reactive Barriers, file e2047586-1848-7e24-e053-6605fe0afb29 1
Comportamento all’interfaccia terreno-geosintetico nella zona di ancoraggio, file e2047586-359c-7e24-e053-6605fe0afb29 1
Comportamento all’interfaccia terreno-geosintetico nella zona di ancoraggio [Soil-geosynthetic interface behaviour in the anchorage zone], file e2047586-e4a6-7e24-e053-6605fe0afb29 1
A theoretical method to predict the pullout behaviour of extruded geogrids embedded in granular soils, file e2047586-e60b-7e24-e053-6605fe0afb29 1
Replay to the Discussion by Ni et al. on “Analysis of the internal stability of granular soils using different methods”, file e2047586-e821-7e24-e053-6605fe0afb29 1
Experimental study of a naturally-weathered stiff clay., file e2047586-e825-7e24-e053-6605fe0afb29 1
Critical aspects related to Fe0and Fe0/pumice PRB design, file e2047586-e828-7e24-e053-6605fe0afb29 1
A comparison between Fe0/pumice and Fe0/lapillus mixtures in permeable reactive barriers, file e2047586-e83d-7e24-e053-6605fe0afb29 1
A comparison between Fe0/pumice and Fe0/lapillus mixtures in permeable reactive barriers, file e2047586-e9cf-7e24-e053-6605fe0afb29 1
Prove di sfilamento di lungo termine per l’analisi dell’interazione terreno-geogriglia, file e2047586-e9d4-7e24-e053-6605fe0afb29 1
Efficienza di miscele granulari Fe0/Pomice e Fe0/Lapillo in Barriere Permeabili Reattive, file e2047586-ea49-7e24-e053-6605fe0afb29 1
Modelling Long Term Hydraulic Conductivity of Zero Valent Iron Column Tests for PRB Design, file e2047586-eac8-7e24-e053-6605fe0afb29 1
Modelling Long Term Hydraulic Conductivity of Zero Valent Iron Column Tests for PRB Design, file e2047586-eac9-7e24-e053-6605fe0afb29 1
Analyses and design procedure of a new physical model for debris flows: results of numerical simulations by means of laboratory tests, file e2047586-eacc-7e24-e053-6605fe0afb29 1
The removal efficiency and long-term hydraulic behaviour of zero valent iron/lapillus mixtures for the simultaneous removal of Cu 2+ , Ni 2+ and Zn 2+, file e2047586-eb3d-7e24-e053-6605fe0afb29 1
Selective removal of heavy metals from landfill leachate by reactive granular filters, file e2047586-ecc0-7e24-e053-6605fe0afb29 1
Dynamic friction and the seismic performance of geosynthetic interfaces, file e2047586-ecc4-7e24-e053-6605fe0afb29 1
Design and construction of a compacted clay liner in cover system of a municipal solid waste (MSW) landfill using nonstandard procedures, file e2047586-eccc-7e24-e053-6605fe0afb29 1
Simultaneous removal of CuII, NiII and ZnII by a granular mixture of zero-valent iron and pumice in column systems, file e2047587-0af3-7e24-e053-6605fe0afb29 1
Landslide susceptibility assessment by TRIGRS in a frequently affected shallow instability area, file e2047587-f9c4-7e24-e053-6605fe0afb29 1
Totale 248
Categoria #
all - tutte 518
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 518


Totale Lug Ago Sett Ott Nov Dic Gen Feb Mar Apr Mag Giu
2019/20207 0000 05 02 0000
2020/2021135 00010 162 409 153139
2021/202256 3102 104 36 74124
2022/202350 71203 515 80 0000
Totale 248