| Nome |
# |
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The influence of a cyclic loading history on soil-geogrid interaction under pullout condition, file e2047586-e5f4-7e24-e053-6605fe0afb29
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50
|
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3D - FEM Analysis on geogrid reinforced flexible pavement roads, file e2047587-0a0e-7e24-e053-6605fe0afb29
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49
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Tensile behaviour of an HDPE geogrid under cyclic loading: experimental results and empirical modelling, file e2047586-e3d1-7e24-e053-6605fe0afb29
|
36
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Geogrid pullout behaviour according to the experimental evaluation of the active length, file e2047586-fe40-7e24-e053-6605fe0afb29
|
34
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Debris flow susceptibility zoning: An approach applied to a study area, file e2047586-ebac-7e24-e053-6605fe0afb29
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28
|
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Dynamic friction and the seismic performance of geosynthetic interfaces, file e2047586-ecc5-7e24-e053-6605fe0afb29
|
25
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Nickel removal by zero valent iron/lapillus mixtures in column systems, file e2047586-e81d-7e24-e053-6605fe0afb29
|
18
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Experimental study of a naturally-weathered stiff clay., file e2047586-e826-7e24-e053-6605fe0afb29
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18
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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
|
15
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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
|
13
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Modelling interference between the geogrid bearing members under pullout loading conditions, file e2047587-01ff-7e24-e053-6605fe0afb29
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13
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Unpaved Road Reinforced with Geosynthetics, file e2047587-1443-7e24-e053-6605fe0afb29
|
12
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Integrated treatment at laboratory scale of a mature landfill leachate via active filtration and anaerobic digestion: Preliminary results, file e2047589-b8bc-7e24-e053-6605fe0afb29
|
11
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Groundwater remediation using permeable reactive barrier technology, file e2047586-e7a3-7e24-e053-6605fe0afb29
|
7
|
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Removal of heavy metals from landfill leachate using zero valent iron and granular activated carbon, file e2047586-ea36-7e24-e053-6605fe0afb29
|
7
|
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Root reinforcement as a measure for shallow landslides risk mitigation, file e2047586-e58b-7e24-e053-6605fe0afb29
|
6
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An advanced methodology for debris flow analysis in the context of landslide hazard zoning, file e2047586-e844-7e24-e053-6605fe0afb29
|
6
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The influence of a cyclic loading history on soil-geogrid interaction under pullout condition, file e2047586-e4bd-7e24-e053-6605fe0afb29
|
5
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A New Approach for the Design, Construction and Control of Compacted Mineral Liners of a MSW Landfill Capping, file e2047586-ecbd-7e24-e053-6605fe0afb29
|
5
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Reactive and Hydraulic Behavior of Permeable Reactive Barriers Constituted by Fe0 and Granular Mixtures of Fe0/Pumice, file e2047587-d8fb-7e24-e053-6605fe0afb29
|
5
|
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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
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The characterisation of geosynthetic interface friction by means of the inclined plane test, file e2047587-f812-7e24-e053-6605fe0afb29
|
4
|
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Reactive and Hydraulic Behavior of Granular Mixtures Composed of Zero Valent Iron, file 903c7957-7a15-41a3-afed-b59251ad4b0a
|
3
|
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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
|
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Valutazione della stabilità interna dei terreni granulari, file e2047586-e87b-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
|
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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
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|
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
|
|
Modelling Long Term Hydraulic Conductivity of Zero Valent Iron Column Tests for PRB Design, file e2047586-eac9-7e24-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
|
|
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
|
|
Landslide susceptibility assessment by TRIGRS in a frequently affected shallow instability area, file e2047589-c968-7e24-e053-6605fe0afb29
|
2
|
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Behavior of multi-layer permeable reactive barriers for groundwater remediation, file 794aac19-ecc3-4f0f-87f2-8ecc2e71353f
|
1
|
|
Heavy Metals Removal and Hydraulic Performance in Zero-Valent Iron/Pumice Permeable Reactive Barriers, file e2047586-1848-7e24-e053-6605fe0afb29
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1
|
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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
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1
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|
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
|
|
Predicting the saturated hydraulic conductivity of clayey soils and clayey or silty sands, file e2047586-ea3a-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
|
|
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
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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
|
|
A new apparatus for the study of pullout behaviour of soil-geosynthetic interfaces under sustained load over time, file e2047589-5864-7e24-e053-6605fe0afb29
|
1
|
| Totale |
440 |