Nome della Conferenza / Evento: Atti EUROGEO2
Anno di pubblicazione: 2000
Informazioni:
(Bologna, 15-18 ottobre 2000), a cura dell’AGI-IGS
Due Volumi interamente a stampa, in lingua inglese, per un totale di 978 pp. e 1 CD Rom.
INDICE:
VOLUME I
Foreword
Welcome from AGI
EuroGeo 2 organisation
MERCER LECTURE
– The behaviour of geosynthetic reinforced soil system in
various geotechnical applications
McGown A.
KEYNOTE LECTURES
– Special applications of geosynthetics in geotechnical engineering
Brandi H., Adam D.
– Critical review of geosystems in hydraulic and coastal engineering
applications
Pilarczyk K. W.
– Lessons learned form successes and failures associated with
geosynthetics
Giroud J. P.
SESSION 1A – Slopes and walls: case studies
– The use of stiff geogrids to build the reinforced soil walls for
slovak roads
Baca L., Baslik R.
– Long-term behaviour of AN instrumented wall reinforced
with geogrids
Carrubba P., Moraci N., Montanelli F.
– Design and measurements of a reinforced steep slope under
motorway Nuernberg – Berlin
Floss R., Stiegeler R.
– One of Europe’s tallest green faced geosynthetic reinforced
retaining structures
Herold A.
– Behavior of geogrid reinforced soil wall using box – type wall
Hirai T., Otani J.
– Slope stability rehabilitation by geomembranes in Greece
Kollios A., Ritsos A.
– Stabilization of a rocky cliff by a geosynthetic reinforced earthfill
Meriggi R., Coccolo A.
– Geosynthetic as filter layer for gabions support construction
Roje-Bonacci T., Sestanovic S., Miscevic P., Turkovic A.
– Construction of a geogrid – reinforced earth – wall inside a warehouse
Viel F.
– The history and development of incremental block wall systems
utilising geogrid reinforcement
Wills P. G.
SESSION 2A – Slopes and walls: design aspects
– Time and temperature effects on the behaviour of
geosynthetics-reinforced walls
Gottardi G., Simonini P.
– Reinforced soil embankments design and construction
Jackson P., Corbert S., Kjeld A.
– Confining effect of geogrid reinforced soil introduction into
design method
Kawamura T., Umezaki T., Ochiai H., Yasufuku N., Hirai T.
– Slope stability analysis by artificial neural network
Mandal J. N., Nimbalkar S. S.
– Large-scale investigation on a geosynthetic reinforced earth
structure
Mannsbart G.
– Influences on the calculatorily required geotextile reinforcement
for retaining structures
Ruegger R., Flum D.
SESSION 3A – Slopes and walls: numerical modelling
– Numerical modelling of a geogrid reinforced wall
Biondi G., Maugeri M., Carrubba P.
– Plane strain in tests on reinforced sand and their numerical
modelling
Cividini A., Sterpi D.
– Numerical study of retaining walls with non-uniform reinforcement
Hatami K., Bathurst R. J., Di Pietro P., Bianco P. M.
– FEM anaysis of behaviour of a geogrid reinforced soil slope with
a complex geometry
Napoleoni Q., Schiavo M., Gottardi G., Tonni L.
– Numerical analysis of a model wall reinforced with polyproply geogrids
Simonini P., Schiavo M., Gottardi G., Tonni L..
SESSION 4A – Embankments and foundations: case studies
– Projacts and optimized engineering with geogrids form “non-usual”
polymers
Alexiew D., Sobolewski J., Pohlmann H.
– The effect of high strenght geosynthetic to stabilise an embankment
on soft ground
Hashizume H., Komani T., Kawahara H., Nagao K., Imayoshi H.
– Behaviour of geonet in sand replacement method on very soft clay
Imanishi H., Ochiai H., Nishihara K.
– Amsterdam A2/A9 Project; Embankments using reinforced soft soils
on very soft sub-oils
Meisner E., Huybregts Th., Uijting B. G. J.
– Effects of large differential settlements on embankments on soft soils
Palmeira E. M., Fahel A. R. S.
– The design and constuction of a noise barrier in reinforced soil at brussels
international airport
Rankilor P. R., de Meerleer F., Jaecklin F., van Bossuyt F.,
van Demeulebroecke S., de Vos M., Fransen W.
– Reinforced piled embankment – 2D and 3D numerical modelling compared
with case studies
Rogbeck Y., Eriksson H. L., Perrson J., Svahn V.
– Long-term behaviour of preloaded and prestressed geogrid reinforced
soil bridge pier
Uchimura T., Shinoda M., Tatsuoka F.
– Application of geosynthetics for the improvement of horizontal bearing
capacity of piles
Yamada M., Iwagami N., Ochiai H., Maeda Y., Igase Y.
SESSION 5A – Embankments and foundations: design methods
– Soil substitute reinforced by geosynthetics: qualification of the effect by
numerical modelling
Beneito C., Gotteland Ph., Nancey A.
– Protection of road and railways embankments against collapse involved
by sinkholes
Bruhier J., Sobolewsky J.
– Mathematical modelling of geogrid reinforced embankments subject
to high energy rock impacts
Carotti A., Peila D., Castiglia C., Rimoldi P.
– A study about geosynthetic – reinforced foundation
Fabrin T. W., Vidal D. M., Faileros A.
– Full scale tests on geogrid reinforced embankments for rock fall
protection
Peila D., Castiglia C., Oggeri C., Guasti G., Recalcati P., Sassudelli F.
– Bearing capacity of shallow strip foundation on geogrid – reinforced sand
Shin E. C., Shin D. H., Das B. M.
SESSION 6A – Creep behaviour
– Predicting the long – term strenght of a geogrid using the stepped
isothermal method
Greenwood J. H., Voskamp V.
– Twelve year creep tests on geosynthetic reinforcements
Greenwood J. H., Kempton G. T., Watts G. R. A., Bush D. I.
– Assessment of long – term design strenght of geotextile composites
by durability test
Jeon H. Y.
– Comparison of differento long term reduction factors for geosynthetic
reinforcing materials
Lothspeich S. E., Thornton J. S.
– Creep of backfill geogrid reinforcement for retaining walls
Navarrete F., Reddy D. V., Lai P.
– Stepped isothermal method to determine a combined reduction
factor for creep and installation damage
Schroer S., Thornton J. S., Muller – Rochholz J., Recker C.
SESSION 7A – Roads, railways and airports
– Railroad embankment with reinforced slopes and base on stone
columns
Alexiew D., Pohlmann H., Lieberenz K.
– Implementation of geocells in low bearing capacity roads
Ben – Kuzari K.
– On site test of reinforced freeway with high-strenght geosynthetics
Bloise N., Ucciardo S.
– Geotextile structures used for the reconstruction of the motorway
Munich-Salzburg
Brau G., Floss R.
– Inchon international airport: subgrade reinforcement with geogrids
Cancelli P., Recalcati P., Shin E. C.
– Behaviour of cement stabilised fibre reinforced kaolin and laterite soils
Dall’Acqua G. P., Ghataora G. S., Freer – Hewish R. J.
– New dutch design manual for light – weight road structures with EPS
geofoam
Duskov M., Houben L. J. M.
– Stiff geogrids for slovak railways
Havrila M., Baslik R., Turinic L.
– Railway corridors construction using rigid geogrids reinforcement in the czech
republic
Mica L., Hubik P., Mynar J., Minar L.
– Specification profile for geotextiles for separation and filtration in roads –
norwegian standard
Watn A., Eiksund G.
SESSION 8A – Pavement systems
– Performance of geocompste membrane in pavement systems
Al – Qadi I. L., Eiseifi M. A., Wilkers J.
– Lessons learned form 20 years experience on geosynthetic
reinforcement of a pavement foundations
Jenner C., Paul J.
– Experimental evaluation of a polyester geogrid as AN anti-reflective
cracking interlayer on overlays
Montestruque G. EF., Rodrigues R. M., Montez F. T., Elsing A.
– A finite element model illustrating geosynthetic reinforcement mechanisms
for paved roadways
Perkins S. W., Edens M. Q., Wang Y., Fragaszy R. J.
– Use of geoteztiles in concrete pavement construction
Sulten P., Wilmers W.
– Increase of strenght and compaction efficacy by insertion of a
geogrid in a granular base layer
Turano Jr. J., Vidal D. M. Rodrigues R. M.
SESSION 9A – Durability properties
– Comparison of oxidation stability of various geosynthetics
Muller W., Jakob I.
– Strength and durability of backfill geogrid reinforcement for retaining
walls
Reddy D. V., Navarrete F., Lai P.
– Durability of polyolefine geosynthetics under elevated oxygen
pressure in aqueous liquids
Schroeder H. F., Bahr H., Hermann P., Kneip G., Lorenz E., Schmuecking I.
– Long-term resistance oxidatio of PP and PE geotextiles
Von Maubeuge K., Ehrenberg H.
Subject index
Author index
VOLUME 2
EuroGeo 2 organization
SESSION 1B – Landfills: case studies
– Slope stabilization with geosynthetics in the construction of
a MSW landfill
Cioli A., Daddi P., Mori F., Ghezzi G., Ghezzi P., Pellegrini M.
– Reclamation of AN old landfill site using geosynthetic materials
Crasso M., Ghezzi P.
– A case history of geosynthetics used for the Biffa landfill site,
South of Brussels, Belgium
De Meerleer F., Demanet M., Leboulle R.
– Elstow waste transfer station: the application of a geocell for
building foundations on a landfill site
Duffin J. P., Jenner C.
– Drainage design in al landfill lining system at the saint sylvestre
Bas le Roc (Creuse, France)
Durkheim Y., Gendrin P.
– Use of geosynthetics in landfills case studies from Romania
Feodorov V., Manea S., Batali l., Sofrone D.
– Landfill capping and road runoff basins: functional approach design
Garcin P., Artieres o., Enzinger A.
– Innovative use of geosynthetics in landfill construction at Sutton Wick,
Oxfordshire
Jones D. R. V., Taylor D. P.
– Stability of different inclined CAP liner systems – landfill field trials
Villard P., Gourc J. P., Reyes Ramires R., Thomas S., Feki N.
SESSION 2B – Landfills: design aspects
– Settlements in landfills and geomembranes induced strains
Courard L.
– Gesoynthetics interface testing at low normal stresses:
design implications
Dixon N., Kamugisha P., Jones D. R. V.
– On solid waste landfills seismic response anaysis
Frenna S. M., Maugeri M.
– Drawing of a securtiy plan about geosynthetics
Ghezzi P.
– Difficulties associated with the specification of protection geotextiles
using only unit weight
Jones D. R. V., Shercliff D. A., Dixon N.
– Geomembrane liner failure: modelling of its influence on contaminant
transfer
Nosko V., Touze – Foltz N.
– The load case “execution phase” of stratified geosynthetic system
SaathoffF., Vollmert L., Wittemoller J., Stelljes K., Klompmaker J.
– Prediction of long term shear strenght of geosynthetic clay liners
with shear creep tests
Zanzinger H., Alexiew N.
SESSION 3B – Landfills: regulations and testing
– Recommendations for new installation procedures of geomembranes
in landfills
Averesch U. B., Schicketanz R. Th.
– Effect of landfill construction activities on mobilized interface shear
strength
Jones D. R. V., Dixon N., Connell A.
– The evaluation of nonwoven geotextiles to outdoor exposure at
landfill in Korea
Lee J. Y., Ko J. H., Kim Y. S.
– Quality assurance in hot wedge welding of HDPE geomembranes
Luders G.
– Long-term behavior of geodrain in composites in landfill capping
results of exhumations
Muller – Rochholz J., Bronstein Z.
– Post-installation assessment of the quality of a novel heap leach
pad liner
Peggs I. D., Loeffler B.
– Long term testing of geomembranes and geotextiles under shear
stress
Seeger S., Bohm H., Sohring G., Muller W.
SESSION 4B – Coastal works
– Examples of river bank and coastal protection by a new two
layer filtration system
Artieres O., Delmas Ph., Lugmayr R.
– Protection of groyne piles against attack of Teredo Navalis by
means of geotextiles
Dede C., Kohlhase S.
– Forces in geocontainer geotextile during dumping from barge
De Groot M. B., Bezuijen A., Pilarczyk K.
– Case studies on field trial of nonwoven natural geotextiles in reinforced
vegetative bank protection
Majumder A. K., Ghosh S. K., Saha S. C., Goswami K.
– Modelling of reclamation of soft ground by geosynthetic layer beneath
the granular fill
Ramu K., Madhav M. R.
– Bank protection of the Ravenna harbor by a composite filtration
system
Sarti L., Bonvicini A., Artieres O.
SESSION 5B – Dams, reservoirs and tunnels
– Design of anchoring at the top of slopes for geomembrane lining
systems
Briancon L., Girard H., Poulain D., Mazeau N.
– Durability of PVC – P geomembranes assessment after very long
UV exposure
Fayoux D., van derSype D.
– Steep – sided temporary bunds reinforced with nonwovens and steel
tubes
Kohler U.
– Geomembrane sealing system in the Swedish Hallandsas tunnel
Lemke S., Kopp B.
– Underwater installation of a waterproofing geomembrane at lost
creek arch dam
Scuero A. M., Vaschetti G. L.
– The dutch experience with geomembranes for road constructions
Van Meerten J. J., Lambert J. W. M., Vercouteren J. P., Tan G. L.
SESSION 6B – Canals, rivers and inland waterways
– Filter design for external erosion control on the basis of a reversing –
turbulent – flowest
Abromeit H. U.
– Pressure spreading at soil water interfaces and its influence on soil
structure design
Kohler H. J.
– Geosynthetic lining system in French navigable canals: design of the
protective layer
Poulain D., Girard H., Briancon L., Fagon Y., Flaquet – Lacoux V.
– Lined formwork for the casting of curved and inverted concrete surfaces
for a major siphon weir
Rankilor P. R.
SESSION 7B – Geosynthetic clay liners
– New perspectives for geosynthetic clay liners using calcium bentonite
Alexiew N.
– Evaluation of GCLs overlaps hydraulic performances
Al Nassar M., Didier G., Cazaux D.
– GCL/Minesite leachate hydraulic performance test in the laboratory
using simulated site conditions
Eberle M. A., Wright M., Peter P.
– Long-time behaviour of GCLs used for landfill cappings with thin
soilcovers
Eichenauer T.
– Effects of inorganic leachate on polymer treated GCL material
El – Hajji D., Ashmawy A. K., Darlington J., Sotelo N.
– Utilization of GCL at recultivation works of burning dump of mine
Katerina, radvance
Janotka I., Kiss S., Svoboda i., Novotny J.
– Industrial sludge deposit using geosynthetics. experimental research
and case study
Manea S., Batali L., Popa H., Sofrone D.
– Effect of ion exchange on GCL used at roads in water catchement
areas
Ranis D., Heyer D.
– Self-healing of geosynthetic clay liners (GCLs) after extreme drying
periods
Reuter E., Egloffstein T.
– Desiccation tests on geosynthetic clay liners
Sporer H., Sivakumar Babu G. L., Gartung E.
– Assessment of different geosynthetic clay liners in lysimeters
Von Maubeuge D., Ehrenberg H., Reuter E., Blumel W., Walter M.
SESSION 8B – Hydraulic properties
– Romanian geocomposte-producing and utilization in construction
works
Bostenara M., Siminea I., Dragomir G.
– Design of waterflow in geodrain composites under the aspect of
creep
Bronstein Z., Muller – Rochholz J.
– A test for measuring permeability of geomembranes
Lambert S., Touze – Foltz N.
– Influence of joints on transmissivity of drainage geocomposites
Meydiot V., Lambert S.
– New methodology for in-suspension filtration test
Urashima D. C., Vidal D. M.
SESSION 9B – Erosion control
– Detailed studies of erosion control geomats using laser doppler
anemometry
McKay D. J., Hytiris N., Addison P. S.
– Geotextiles performance as barriers for erosion control
Palmeira E. M., Farias R. J. C.
– Slopes stabilization of loess and marl soils at semi areas by using
geocells – case studies
Rosen A.
– Contributions to the development of geosynthetics and of the technical
solutions with these materials
Vintila B.
WORKSHOP 1 – Education and teaching
– Teaching of geosynthetics in UK University
Greenwood J. R.
– Teaching about geosynthetics at graduate and postgraduate level
in civil engineering in Romania
Manea S., Batali L.
WORKSHOP 2 – Innovative products
– Properties of the new laser welded geogrid made of extruded bars
Elias J. M.
– Construction of slopes using cohesive fills and a new innovative
geosynthetic material
Kempton G. T., Jones C. J. F. P., Jewell R. A., Naughton P. J.
– Recent development of lightweight geomaterials in Japan
Yasuhara K., Kikuchi Y., Yamane N.
WORKSHOP 3 – Seismic aspects
– Reduced order model for seismic analysis of geogrid reinforced
soil walls
Carotti A., Rimoldi P., Carozzi L.
– Use of EPS geofoam for seismic isolation of earth retaining structures:
results of E FEM study
Pelekis P. C., Xenaki V. C., Athanasopoulos G. A.
– Geogrids for reinforcing masonry buildings and structures
Sofronie R. A.
WORKSHOP 4 – Certification and mechanical properties
– Validitation of the comparison between wide-width tensile test
and static puncture test on geotextiles
Agosti A., Cazzuffi D., Mongiovì L.
– On the burst strength of nonwoven geotextiles
Atmatzidis D. K., Chrysikos D. A.
– Shear strength in the interface between compacted fine grained
soil and nonwoven geotextile
Seraphim L. A., Zagatto Penha M. J. A.
– Long term, compressive creep behavior of high density polyehtylene
geonet
Thornton J. S., Allen S. R., Siebken J. R.
– Geosynthetics certification through Europe
Zanzinger H.
WORKSHOP 5 – Installation damage
– Geogrid construction damage resistance preliminary test results
Cancelli P., Montanelli F.
– The study of the installation damage of flexible geogrids
Hsieh C., Wu J. H., Hsieh M.
– Installation damage and creep of geosynthetics and their combined
effect – experimental analysis
Pinho Lopes M., Recker C., Muller – Rocholz J., Lopes M. L.
– Evaluation of geotextiles survability by field test
Rathmayer H.
WORKSHOP 6 – Environmental applications
– Burial place for radioactive waste
Ofrikhter V. G., Ponomaryov A. B.
– Geosynthetics biogas barriers under buildings: case studies
using a geomembrane
Rollin S., Fournier J. F.
– Sowed biodegradable geotextile for fixing the ash dump of coal
and preventing environmental pollution
Siminea I., Bostenaura M.
WORKSHOP 7 – Interface aspects
– Equipment for measuring the friction between soils and
geosynthetics with control of total suction
Asanza E., Saez J.
– British – German cooperative research on geosynthetic friction
testing methods
Blumel W., Stoewahse C., Dixon N., Kamughisha N., Jones D. R. V.
– A comparison of geomembrane/geotextile interface shear and ring
shear Jones D. R. V., Dixon N.
– Long term friction behaviour in interfaces with geomembranes
Lara T. G., Vidal D. M.
WORKSHOP 8 – Pull out behaviour
– Pull-out testing of geogrid reinforcements
Bolt A. F., Duszinska A.
– In-soil-testing of geogrids with low construction deformations
Floss R., Brau G., Bauer A.
– Pull-out of backfill geogrid reinforcement for retaining walls
Reddy D. V., Gao S., Navarrete F., Lai P.
WORKSHOP 9 – Leak detection
– Recent developments towards watertight structures
Lambert J. W. M., van Deen J. K., van Meerten J. J.
– The boundary conditions of the electrical monitoring systems in practice
Nosko V., Gregor T., Ganier P.
– Liner leaks – using the internet to prevent them
Peggs E. J., Peggs JI. D.
Subject index
Author index