Proceedings of the second European Geosynthetics Conference: Bologna, Italy, 15 - 18 October 2000 2 Environmental and hydraulic applications workshops
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| Format: | Tagungsbericht Buch |
| Sprache: | English |
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2000
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| Beschreibung: | XV S., S. 483 - 977 Ill., graph. Darst. |
| ISBN: | 8855525603 |
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| 245 | 1 | 0 | |a Proceedings of the second European Geosynthetics Conference |b Bologna, Italy, 15 - 18 October 2000 |n 2 |p Environmental and hydraulic applications workshops |c Eds.: Andrea Cancelli ... |
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| adam_text | TABLE
OF
CONTENTS
VOLUME
1
Foreword
pag. XIII
Welcome from
AGI
XV
EuroGeo
2
organisation
XVI
MERCER
LECTURE
THE BEHAVIOUR OF
GEOSYNTHETIC
REINFORCED SOIL
SYSTEMS
IN VARIOUS GEOTECHNICAL
APPLICATIONS
McGown A.
3
KEYNOTE LECTURES
SPECIAL APPLICATIONS OF GEOSYNTHETICS IN GEOTECHNICAL ENGINEERING
Brandi
H., Adam D
. 27
CRITICAL REVIEW OF GEOSYSTEMS IN HYDRAULIC AND COASTAL ENGINEERING
APPLICATIONS
Pilarczyk K.W.
65
LESSONS LEARNED FROM SUCCESSES AND FAILURES ASSOCIATED WITH GEOSYNTHETICS
GiroudJ.P.
77
SESSION 1A
-
Slopes and walls: case studies
THE USE OF STIFF GEOGRIDS TO BUILD THE REINFORCED SOIL WALLS FOR SLOVAK ROADS
Bača L,
Baslik
R.
121
LONG-TERM BEHAVIOUR OF AN INSTRUMENTED WALL REINFORCED WITH GEOGRIDS
Carrubba P.,
M
oraci N., Montanelli
F. 125
DESIGN
AND MEASUREMENTS OF A REINFORCED STEEP SLOPE UNDER MOTORWAY
NUERNBERG-BERLIN
Floss R.,
Stiegeier R. 131
ONE OF EUROPE S TALLEST GREEN FACED GEOSYNTHETIC REINFORCED RETAINING
STRUCTURES
Herold
A.
137
BEHAVIOR OF GEOGRID REINFORCED SOIL WALL USING BOX-TYPE WALL
H irai T.,
Otani
J.
143
SLOPE STABILITY REHABILITATION BY GEOMEMBRANES IN GREECE
Kollios
Α.,
Ritsos
Α.
149
STABILIZATION OF A ROCKY CLIFF BY A GEOSYNTHETIC REINFORCED EARTHFILL
Meriggi
R.,
Coccolo A.
153
GEOSYNTHETIC AS FILTER LAYER FOR GABIONS SUPPORT CONSTRUCTION
Roje-Bonacci
T.,
Sestanović
S.,
Miščevic P.,TurkovićA.
159
CONSTRUCTION
OF A GEOGRID-REINFORCED EARTH-WALL INSIDE A WAREHOUSE
Viel F
. 163
THE HISTORY AND DEVELOPMENT OF INCREMENTAL BLOCK WALL SYSTEMS
UTILISING GEOGRID REINFORCEMENT
Wills P.G.
167
SESSION 2A
-
Slopes and walls: design aspects
TIME AND TEMPERATURE EFFECTS ON THE BEHAVIOUR OF GEOSYNTHETICS-REINFORCED
WALLS
GottardiG..
Simonini
P.
175
V
REINFORCED SOIL EMBANKMENTS DESIGN AND CONSTRUCTION
Jackson P.
,
Corbet S., Kjeld A. PaS-
8
CONFINING EFFECT OF GEOGRID-REINFORCED SOIL: INTRODUCTION INTO DESIGN METHOD
Kawamura T.
,
Umezaki T.
,
Ochiai H.
,
Yasufuku
N.,
Hirai T.
185
SLOPE STABILITY ANALYSIS BY ARTIFICIAL NEURAL NETWORK
Mandal J.N.
.
Nimbalkar
S.S. 191
LARGE-SCALE INVESTIGATION ON A GEOSYNTHETIC REINFORCED EARTH STRUCTURE
Mannsbart
G.
195
INFLUENCES ON THE CALCULATORILY REQUIRED GEOTEXTILE REINFORCEMENT FOR
RETAINING STRUCTURES
Megger
/?.,
Flum D.
199
SESSION
ЗА
-
Slopes and walls: numerical modelling
NUMERICAL MODELLING OF A GEOGRID REINFORCED WALL
Biondi
G.,
Maugeh
M.,
Carrubba P.
207
PLANE
STRAIN
TESTS ON
REINFORCED SAND AND THEIR NUMERICAL MODELLING
Cividini
Α.,
Sterpi
D.
213
NUMERICAL STUDY OF RETAINING WALLS WITH NON-UNIFORM REINFORCEMENT
Hatami K., Bathurst RJ.,
Di Pietro
P., Bianco P.M.
219
FEM
ANALYSIS OF BEHAVIOUR OF A GEOGRID REINFORCED SOIL SLOPE WITH A COMPLEX
GEOMETRY
Napoleoni
Q., Mencaccini
V., Rimoldi P.
225
NUMERICAL ANALYSIS OF A MODEL WALL REINFORCED WITH POLYPROPYLENE GEOGRIDS
Simonini
P.,
Schiavo
M., Gottardi G.,
Tonni L.
231
SESSION 4A
-
Embankments and foundations: case studies
PROJECTS AND OPTIMIZED ENGINEERING WITH GEOGRIDS FROM NON-USUAL POLYMERS
Alexiew
D..
Sobolewski
J.,
Pohlmann
H
. 239
THE EFFECT OF HIGH STRENGTH GEOSYNTHETIC TO STABILISE AN EMBANKMENT ON
SOFT GROUND
Hashizume H..
Kónami
T..
Kawahara
H., Nagao K.,
Imayoshi H.
245
BEHAVIOR OF GEONET IN SAND REPLACEMENT METHOD ON VERY SOFT CLAY
Imanishi H.
.
Ochiai H.
.
Nishihara K.
251
AMSTERDAM A2/A9 PROJECT; EMBANKMENTS USING REINFORCED SOFT SOILS ON VERY
SOFT SUB-SOILS
MeìsnerE.,HiiybregtsTh..UijtìngB.GJ.
257
EFFECTS OF LARGE DIFFERENTIAL SETTLEMENTS ON EMBANKMENTS ON SOFT SOILS
Palmeira E.M,, Faltei A.R.S.
261
THE DESIGN AND CONSTRUCTION OF A NOISE BARRIER IN REINFORCED SOIL AT
BRUSSELS INTERNATIONAL AIRPORT
Rankilor PR.,
de Meerleer F., Jaecklin F..
van Bossuyt
F.,
van Demeulebroecke
S., de Vos M.,
Fransen W. 267
REINFORCED PILED EMBANKMENT
-
2D AND
3D
NUMERICAL MODELLING COMPARED WITH
CASE STUDIES
Roobeck Y.. Eriksson
HL.. Persson
J..
Svahn V.
275
LONG-TERM BEHAVIOUR OF PRELOADED AND PRESTRESSED GEOGRID REINFORCED
SOIL BRIDGE PIER
VchimuraT.. Shirwda M.,Tatsuoka F.
281
APPLICATION OF GEOSYNTHETICS FOR THE IMPROVEMENT OF HORIZONTAL BEARING
CAPACITY OF PILES
Yumada
.Vf..
¡wagami
N..
Ochiai
H..
Maeda
Y.,
¡gase
Y.
287
VI
SESSION 5A -
Embankments and foundations: design methods
SOIL SUBSTITUTE REINFORCED BY GEOSYNTHETICS: QUALIFICATION OF THE EFFECT
BY NUMERICAL MODELLING
Beneito CGotteland Ph., Nancev A. pag.
293
PROTECTION OF ROAD AND RAILWAYS EMBANKMENTS AGAINST COLLAPSE INVOLVED
BY SINKHOLES
BruhierJ.,SobolewskiJ.
299
MATHEMATICAL MODELLING OF GEOGRID REINFORCED EMBANKMENTS SUBJECT TO
HIGH ENERGY ROCK IMPACTS
Carotti
Α.,
Peila D., Castiglia C, Rimoldi P.
305
A STUDY ABOUT GEOSYNTHETIC-REINFORCED FOUNDATION
Fabrin T.W.,
Vidal
D.M.,
Faleiros A.
311
FULL SCALE TESTS ON GEOGRID REINFORCED EMBANKMENTS FOR ROCK FALL PROTECTION
Peila D., Castiglia C, Oggeri C,
Guasti
G.,
Recalcati
P., Sassudelli
F. 317
BEARING CAPACITY OF SHALLOW STRIP FOUNDATION ON GEOGRID
-
REINFORCED SAND
Shin E.C., Shin
D.H.,
Das B.M.
323
SESSION 6A
-
Creep behaviour
PREDICTING THE LONG-TERM STRENGTH OF A GEOGRID USING THE STEPPED ISOTHERMAL
METHOD
Greenwood J.H.,
Voskamp
W
. 329
TWELVE YEAR CREEP TESTS ON GEOSYNTHETIC REINFORCEMENTS
Greenwood
JH.,
Kempton G.T., Watts G.R.A., Bush
D.I. 333
ASSESSMENT OF LONG-TERM DESIGN STRENGTH OF GEOTEXTILE COMPOSITES BY
DURABILITY TEST
Jeon H.Y.
337
COMPARISON OF DIFFERENT LONG TERM REDUCTION FACTORS FOR GEOSYNTHETIC
REINFORCING MATERIALS
Lothspeich S.E., Thornton J.S.
341
CREEP OF BACKFILL GEOGRID REINFORCEMENT FOR RETAINING WALLS
NavarreteF.,ReddyD.V.,LaiP.
347
STEPPED ISOTHERMAL METHOD TO DETERMINE A COMBINED REDUCTION FACTOR
FOR CREEP AND INSTALLATION DAMAGE
Schwer
S.
,
Thornton J.S.
, Müller-Rochholz
J.
, Recker
С.
351
SESSION 7A -
Roads, railways and airports
RAILROAD EMBANKMENT WITH REINFORCED SLOPES AND BASE ON STONE COLUMNS
Ale.xiew D.,
Pohlmann
Η.,
Lieberen:
К.
359
IMPLEMENTATION
OF GEOCELLS IN LOW BEARING CAPACITY ROADS
Ben-Kuzari K.
365
ON SITE TEST OF REINFORCED FREEWAY WITH HIGH-STRENGTH GEOSYNTHETICS
Bloise N., Ucciardo S.
369
GEOTEXTILE STRUCTURES USED FOR THE RECONSTRUCTION OF THE MOTORWAY
MUNICH-SALZBURG
Bräu G.,
Floss
R.
373
INCHON INTERNATIONAL AIRPORT:
SUBGRADE
REINFORCEMENT WITH GEOGRIDS
Cancelli
P.,
Recalcati
P., Shin EC.
379
BEHAVIOUR OF CEMENT STABILISED FIBRE REINFORCED KAOLIN AND
LATERITE
SOILS
Dall Acqua
G.P.. Ghataora G.S.. Freer-Hewish RJ.
385
NEW DUTCH DESIGN MANUAL FOR LIGHT-WEIGHT ROAD STRUCTURES WITH EPS GEOFOAM
Dúškov M.,HoubenLJ.M.
391
VII
STIFF GEOGRIDS FOR SLOVAK RAILWAYS
Havrila M., Baslik
R.Jurinič L.
Paê- 397
RAILWAY CORRIDORS CONSTRUCTION USING RIGID GEOGRIDS REINFORCEMENT IN THE
CZECH REPUBLIC
Mica L., Hubik P.,
Mynář
J.,
Minář
L.
403
SPECIFICATION
PROFILE
FOR GEOTEXTILES FOR SEPARATION AND FILTRATION IN ROADS
-
NORWEGIAN STANDARD
Watn
Α.,
Eiksund G.
407
SESSION 8A
-
Pavement systems
PERFORMANCE OF GEOCOMPOSITE MEMBRANE IN PAVEMENT SYSTEMS
Al-Qadi
I.Ĺ.,
Elseifi M.A., Wilkes J.
41$
LESSONS LEARNED FROM
20
YEARS EXPERIENCE ON GEOSYNTHETIC REINFORCEMENT
OF PAVEMENT FOUNDATIONS
Jenner
С,
Paul J
.
421
EXPERIMENTAL EVALUATION OF A POLYESTER GEOGRID AS AN ANTI-REFLECTIVE CRACKING
INTERLAYER ON OVERLAYS
Montestruque G.E.,
Rodrigues
R.M.,
Montez
F.T., Elsing A.
427
A FINITE ELEMENT MODEL ILLUSTRATING GEOSYNTHETIC REINFORCEMENT MECHANISMS
FOR PAVED ROADWAYS
Perkins
S.W., Edens
M.Q., WangY., Fragaszy
RJ.
431
USE OF GEOTEXTILES IN CONCRETE PAVEMENT CONSTRUCTION
SultenP.WilmersW.
431
INCREASE OF STRENGTH AND COMPACTION EFFICACY BY INSERTION OF A GEOGRID IN A
GRANULAR BASE LAYER
Turano
Jr. J.,
Vidal
D.M.,
Rodrigues
R.M.
^З
SESSION 9A
-
Durability properties
COMPARISON OF OXIDATION STABILITY OF VARIOUS GEOSYNTHETICS
Müller
W.Jakob I.
449
STRENGTH AND DURABILITY OF BACKFILL GEOGRID REINFORCEMENT FOR RETAINING
WALLS
Reddy D.V..Na arrete
F.,
Lai P.
455
DURABILITY OF POLYOLEFINE GEOSYNTHETICS UNDER ELEVATED OXYGEN PRESSURE
IN AQUEOUS LIQUIDS
Schroeder
HF.. Bahr
H..
Herrmann P., Kneip G.,
Lorenz
E., Schmuecking
I.
459
LONG-TERM RESISTANCE TO OXIDATION OF PP AND PE GEOTEXTILES
von
Maubeuge
К..
Ehrenberg
H.
465
Subject index
469
Author index
473
VOLUME
2
EuroGeo
2
organisation
XV
SESSION IB
-
Landfills: case studies
SLOPE STABILIZATION WITH GEOSYNTHETICS IN THE CONSTRUCTION OF A MSW LANDFILL
С
¡oli
Α..
Daddi P..
Mori
F..
Ghezzi
G..
Ghezzi
P..
Pellegrini
M.
483
RECLAMATION
OF AN OLD LANDFILL SITE USING GEOSYNTHETIC MATERIALS
Cmsso
M.
Ghezzi P.
489
A CASE HISTORY OF GEOSYNTHETICS USED FOR THE
BIFFA
LANDFILL SITE, SOUTH
OF BRUSSELS, BELGIUM
i/ť-
Meerleer F
.
Demanet
M.. Lehoulle R.
493
VIII
ELSTOW WASTE TRANSFER STATION: THE APPLICATION OF A GEOCELL FOR BUILDING
FOUNDATIONS ON A LANDFILL SITE
DuffinJ.R,
Jenner
С
pag.
499
DRAINAGE DESIGN IN A LANDFILL LINING SYSTEM AT THE SAINT
SYLVESTRE BAS LE ROC
(CREUSE, FRANCE)
Durkheim Y., Gendrin P.
505
USE
OF GEOSYNTHETICS IN LANDFILLS. CASE STUDIES FROM ROMANIA
Feodorov V.,
Manea S.,
Batali L., Sofrone
D.
509
LANDFILL CAPPING AND ROAD RUNOFF BASINS: FUNCTIONAL APPROACH DESIGN
Garcin P.,
Artières
O., Enzinger
A.
515
INNOVATIVE USE OF GEOSYNTHETICS IN LANDFILL CONSTRUCTION AT SUTTON WICK,
OXFORDSHIRE
Jones D.R.V., Taylor DP.
519
STABILITY OF DIFFERENT INCLINED CAP LINER SYSTEMS-LANDFILL HELD TRIALS
Villard P., GourcJ.R, Reyes
Ramire
s
R., Thomas S.,FekiN.
523
SESSION 2B
-
Landfills: design aspects
SETTLEMENTS IN LANDFILLS AND GEOMEMBRANES INDUCED STRAINS
Courard L. 529
GEOSYNTHETIC INTERFACE TESTING AT LOW NORMAL STRESSES: DESIGN IMPLICATIONS
DixonN^KamugishaP.JonesD.R.V.
535
ON SOLID WASTE LANDFILLS SEISMIC RESPONSE ANALYSIS
Frenna S.M., Maugeri M.
541
DRAWING OF A SECURITY PLAN ABOUT GEOSYNTHETICS
Ghezzi P.
547
DIFFICULTIES ASSOCIATED WITH THE SPECIFICATION OF PROTECTION GEOTEXTILES
USING ONLY UNIT WEIGHT
Jones D.R.V., SherdiffD.A., Di.xon
N. 551
GEOMEMBRANE
LINER FAILURE: MODELLING OF ITS INFLUENCE ON CONTAMINANT
TRANSFER
NoskoV.Touze-FoltzN.
557
THE LOAD CASE EXECUTION PHASE OF STRATIFIED GEOSYNTHETIC SYSTEMS
Saathoff F.,
Vollmert
L.,
Wittemöller
J., Stelljes K.,
Klompmaker
J.
561
PREDICTION OF LONG TERM SHEAR STRENGTH OF GEOSYNTHETIC CLAY LINERS
WITH SHEAR CREEP TESTS
Zanzinger
/ƒ.,
Alexiew
N. 567
SESSION 3B
-
Landulls:
regulations and testing
RECOMMENDATIONS FOR NEW INSTALLATION PROCEDURES OF GEOMEMBRANES
IN LANDFILLS
Averesch U.
В.,
Schicketanz
R.Th.
575
EFFECT OF LANDFILL CONSTRUCTION ACTIVITIES ON MOBILISED INTERFACE SHEAR
STRENGTH
Jones D.R.V., Dixon
N..
Connell A.
581
THE EVALUATION OF NONWOVEN GEOTEXTILE TO OUTDOOR EXPOSURE AT LANDFILL
IN KOREA
Lee J. Y.
.
Ко
J.H.
.
Kim Y.S.
587
QUALITY ASSURANCE IN HOT WEDGE WELDING OF HDPE GEOMEMBRANES
Lüders
G.
591
LONG-TERM BEHAVIOR OF GEODRAIN COMPOSITES IN LANDFILL CAPPING
-
RESULTS
OF EXHUMATIONS
Müller-Rochholz
J.,
Bronstein
Z.
597
IX
POST-INSTALLATION ASSESSMENT OF THE QUALITY OF A NOVEL HEAP LEACH PAD
LINER
Peggs
I.D.,
Loeffler B.
pag.
601
LONG TERM TESTING OF GEOMEMBRANES AND GEOTEXTILES UNDER SHEAR STRESS
SeegerS.,
Böhm
H.,SöhringG., Muller W
. 607
SESSION
4В
- Coastal
works
EXAMPLES OF RIVER BANK AND COASTAL PROTECTION BY A NEW TWO-LAYER
FILTRATION SYSTEM
Artières
O., Delmas
Ph., Lugmayr
R.
613
PROTECTION OF GROYNE PILES AGAINST ATTACK OF TEREDO
NAVALIŠ
BY MEANS
OF GEOTEXTILES
DedeC.
Kohlhase
S.
619
FORCES IN GEOCONTAINER GEOTEXTILE DURING DUMPING FROM BARGE
de Groot
M.
В.,
Be
-щеп
Α.,
Pilarczyk
K.W.
623
CASE STUDIES ON FIELD TRIAL OF NONWOVEN NATURAL GEOTEXTILES IN
REINFORCED VEGETATIVE BANK PROTECTION
Majumder A.K., Ghosh S.K.,
Sahá S.C.,
Goswami K.
629
MODELLING OF RECLAMATION OF SOFT GROUND BY GEOSYNTHETIC LAYER
BENEATH THE GRANULAR FILL
Rannt
K.,Madha M.R.
631
BANK PROTECTION OF THE RAVENNA HARBOR BY A COMPOSITE FILTRATION SYSTEM
Sarti
L.,
Bonvicini
Α.,
Artières
О.
637
SESSION
5В
-
Dams, reservoirs and tunnels
DESIGN OF ANCHORING AT THE TOP OF SLOPES FOR
GEOMEMBRANE
LINING SYSTEMS
Briancon L..
Girard H., Poulain
D., Mazeau N.
645
DURABILITY OF
PVC-P GEOMEMBRANES.
ASSESSMENT AFTER VERY LONG UV EXPOSURE
Fayoiix D.. van
der Sype D.
651
STEEP-SIDED TEMPORARY BUNDS REINFORCED WITH NONWOVENS AND STEEL TUBES
Köhler
U.
657
GEOMEMBRANE
SEALING SYSTEM IN THE SWEDISH
HALLANDSÅS
TUNNEL
Lemke
S.,
Kopp B.
663
UNDERWATER INSTALLATION OF A WATERPROOFING
GEOMEMBRANE
AT LOST CREEK
ARCH DAM
Seiten»
A.M.. Vaschetti G.L.
667
THE DUTCH EXPERIENCE WITH GEOMEMBRANES FOR ROAD CONSTRUCTIONS
van
Meerren
J.J.. Lambert
J.W.M.
.
Yercouteren J.P., Tan G.L.
673
SESSION 6B
-
Canals, rivers and inland waterways
FILTER DESIGN FOR EXTERNAL EROSION CONTROL ON THE BASIS OF A
REVERSING-TURBULENT-FLOW TEST
Abromen
Hi
. 681
PRESSURE SPREADING AT SOIL WATER INTERFACES AND ITS INFLUENCE ON SOIL
STRUCTURE DESIGN
Köhler HJ. 687
GEOSYNTHETIC LINING SYSTEM IN FRENCH NAVIGABLE CANALS: DESIGN OF THE
PROTECTIVE LAYER
Poulain
D
.
Girard
fi
.
Brìanvon
L.,
Fagon
Y..
Flaquet-Lacoux
V.
695
LINED FORMWORK FOR THE CASTING OF CURVED AND INVERTED CONCRETE SURFACES
FOR A MAJOR SIPHON WEIR
RankilorP.R.
-
701
SESSION
7В
-
Geosynthetic clay liners
NEW PERSPECTIVES FOR GEOSYNTHETIC CLAY LINERS USING CALCIUM
BENTONITE
Alexiew
N.
pag.
707
EVALUATION OF GCLs OVERLAPS HYDRAULIC PERFORMANCES
Al
Nassar
M., Didier
G..
Cazata D.
713
GCL/MINESITE LEACHATE HYDRAULIC PERFORMANCE TEST IN THE LABORATORY USING
SIMULATED SITE CONDITIONS
Eberle
Μ.Α.,
Wright
M.
,
Peter P.
719
LONG-TIME BEHAVIOUR OF GCLS USED FOR LANDFILL CAPPINGS WITH THIN SOILCOVERS
Eichenauer T.
725
EFFECTS OF INORGANIC LEACHATE ON POLYMER TREATED GCL MATERIAL
ΕΙ
-HajjiD..Ashmawy
A.K., Darlington J.,SoteloN.
729
UTILIZATION OF GCL AT RECULTIVATION WORKS OF BURNING DUMP OF MINE
KATERINA,
RADVANICE
Janotka
I., Kišš Š.,
Svoboda I., Novotný J.
733
INDUSTRIAL SLUDGE DEPOSIT USING GEOSYNTHETICS. EXPERIMENTAL RESEARCH
AND CASE STUDY
Manea
S.,
Batali
L.,
Popa
H., Sofrone D.
737
EFFECT OF ION EXCHANGE ON GCL USED AT ROADS IN WATER CATCHMENT AREAS
Ranis D.,
Heyer
D.
741
SELF-HEALING OF GEOSYNTHETIC CLAY LINERS (GCLs) AFTER EXTREME DRYING PERIODS
Reuter
E.,Egloffstein
T
. 745
DESICCATION TESTS ON GEOSYNTHETIC CLAY LINERS
Sporer
#.,
Sivakumar
Babu G.L..
Gattung
E.
751
ASSESSMENT OF DIFFERENT GEOSYNTHETIC CLAY LINERS IN LYSIMETERS
von Maubeuge
К.,
Ehrenberg
H.,
Reuter
E.,
Blümel
W.,
Walter
M.
755
SESSION
8В
-
Hydraulic properties
ROMANIAN GEOCOMPOSITE
-
PRODUCING AND UTILIZATION IN CONSTRUCTION WORKS
Boštenaru
M., Siminea
/.,
Dragomir G.
761
DESIGN OF WATERFLOW IN GEODRAIN COMPOSITES UNDER THE ASPECT OF CREEP
BronsteinZ.,
Müller-Rochholz
J
. 763
A TEST FOR MEASURING PERMEABILITY OF GEOMEMBRANES
Lambert S-.Touze-Foltz
N. 767
INFLUENCE OF JOINTS ON TRANSMISSIVITY OF DRAINAGE GEOCOMPOSITES
MeydiotV., Lambert S.
773
NEW METHODOLOGY FOR IN-SUSPENSION FILTRATION TEST
Urashima D.C.,
Vidal
DM.
779
SESSION 9B
-
Erosion control
DETAILED STUDIES OF EROSION CONTROL GEOMATS USING LASER
DOPPLER
ANEMOMETRY
McKay
DJ..
HytirisN.,Addison
P.S. 785
GEOTEXTILE PERFORMANCE AS BARRIERS FOR EROSION CONTROL
Palmeira
E.M. Farias
R J.C
. 789
SLOPES STABILIZATION OF LOESS AND MARL SOILS AT SEMI ARID AREAS BY USING
GEOCELLS
-
CASE STUDIES
Rosen A.
795
CONTRIBUTIONS TO THE DEVELOPMENT OF GEOSYNTHETICS AND OF TECHNICAL
SOLUTIONS WITH THESE MATERIALS
Vintila
В.
799
XI
WORKSHOP
1 -
Education
and teaching
TEACHING OF GEOSYNTHETICS IN UK UNIVERSITIES
Greenwood J.R. Pa8· 807
TEACHING ABOUT GEOSYNTHETICS AT GRADUATE AND POSTGRADUATE LEVEL IN CIVIL
ENGINEERING IN ROMANIA
Manea
S.,
Batali
L.
813
WORKSHOP 2 - Innovative
products
PROPERTIES OF THE NEW LASER WELDED GEOGRID MADE OF EXTRUDED BARS
Elias
J.M.
821
CONSTRUCTION OF SLOPES USING COHESIVE FILLS AND A NEW INNOVATIVE GEOSYNTHETIC
MATERIAL
Kempton G.T.Jones
CJ.F.P.,
Jewell R.A.,Naughton PJ.
825
RECENT DEVELOPMENT OF LIGHTWEIGHT GEOMATERIALS IN JAPAN
Yasuhara K.
,
Kikuchi Y.
,
Yamane
N. 829
WORKSHOP
3 -
Seismic aspects
REDUCED ORDER MODEL FOR SEISMIC ANALYSIS OF GEOGRID REINFORCED SOIL WALLS
Carotti
Α.,
Rimoldi P., Carozzi L.
837
USE OF EPS GEOFOAM FOR SEISMIC ISOLATION OF EARTH RETAINING STRUCTURES:
RESULTS OF A FEM STUDY
PelekisP.CXenakiV.CAthanasopoulosGA.
843
GEOGRIDS FOR REINFORCING MASONRY BUILDINGS AND STRUCTURES
Sofmnie
R.
Α.
847
WORKSHOP
4 -
Certification and mechanical properties
VALIDATION OF THE COMPARISON BETWEEN WIDE-WIDTH TENSILE TEST AND STATIC
PUNCTURE TEST ON GEOTEXTILES
Agosti
Α..
С
azzuffi D., Mongiovì
L.
855
ON THE BURST STRENGTH OF NONWOVEN GEOTEXTILES
Atmatzidis D.K.. Chrysikos DA.
859
SHEAR STRENGTH IN THE INTERFACE BETWEEN COMPACTED FINE GRAINED SOIL
AND NONWOVEN GEOTEXTILE
Seraphim L.A.,Zagatto
Penha
MJ.A.
865
LONG TERM.
COMPRESSIVE
CREEP BEHAVIOR OF HIGH DENSITY POLYETHYLENE GEONET
Thornton J.S., Allen S.R..
Siebken J.R. 869
GEOSYNTHETICS CERTIFICATION THROUGH EUROPE
Zanzinger H.
875
WORKSHOP
5 -
Installation damage
GEOGRID CONSTRUCTION DAMAGE RESISTANCE: PRELIMINARY TEST RESULTS
Cancelli
P..
Montanelli
F. 883
THE STUDY OF THE INSTALLATION DAMAGE OF FLEXIBLE GEOGRIDS
H
sieh
С.
, Wh
J.H.
.
Lin CK.
.
Hsieh M.
889
INSTALLATION DAMAGE
AND CREEP OF
GEOSYNTHETICS
AND THEIR COMBINED EFFECT
-
EXPERIMENTAL
ANALYSIS
Pinho Lopes
M..
Recker
С.
Müller-Rochholz J..
Lopes M.L.
895
EVALUATION OF GEOTEXTILES SURVIVABILITY BY HELD TESTS
Rathmayer H.
899
XII
WORKSHOP
6 -
Environmental applications
BURIAL PLACE FOR RADIOACTIVE WASTE
OfrikhterV.G., Ponomaryov
A.B.
pag.
907
GEOSYNTHETIC
BIOGAS
BARRIERS UNDER BUILDINGS: CASE STUDIES USING A
GEOMEMBRANE
Rollin
Α.,
Fournier
J.F.
911
SOWED BIODEGRADABLE GEOTEXTILE FOR FIXING THE ASH DUMP OF COAL AND
PREVENTING ENVIRONMENTAL POLLUTION
Siminea I., Bostenaru M.
915
WORKSHOP
7 -
Interface aspects
EQUIPMENT FOR MEASURING THE FRICTION BETWEEN SOILS AND GEOSYNTHETICS
WITH CONTROL OF TOTAL SUCTION
AsamaE.,SáezJ.
919
BRITISH-GERMAN COOPERATIVE RESEARCH ON GEOSYNTHETIC FRICTION TESTING
METHODS
Blümel
W.,
Stoewahse
С,
Dixon N., Kamugisha P., Jones DRV.
923
A COMPARISON OF GEOMEMBRANE/GEOTEXTILE INTERFACE SHEAR STRENGTH
BY DIRECT SHEAR AND RING SHEAR
Jones D.R.V., Dixon
N. 929
LONG TERM FRICTION BEHAVIOUR IN INTERFACES WITH GEOMEMBRANES
Lara T.G.,
Vidal
D.M. 933
WORKSHOP
8 -
Pull out behaviour
PULL-OUT TESTING OF GEOGRID REINFORCEMENTS
Bolt A.F.,
Duszyñska
A.
939
IN-SOIL-TESTING OF GEOGRIDS WITH LOW CONSTRUCTION DEFORMATIONS
Floss R.,
Bräu
G., Bauer A.
945
PULL-OUT OF BACKFILL GEOGRID REINFORCEMENT FOR RETAINING WALLS
Reddy
DV,
Gao
S.,
Navarrete
F.,
Lai P.
951
WORKSHOP
9 -
Leak detection
RECENT DEVELOPMENTS TOWARDS WATERTIGHT STRUCTURES
Lambert J.W.M., van
Deen
J.K.,
van
Meerten
J.J.
959
THE BOUNDARY CONDITIONS OF THE ELECTRICAL MONITORING SYSTEMS IN PRACTICE
Nosko
V, Gregor
T.. Ganier P.
963
LINER LEAKS
-
USING THE INTERNET TO PREVENT THEM
Peggs E.J., Peggs
I.D. 967
Subject index
971
Author index
975
XIII
|
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| spelling | European Geosynthetics Conference 2 2000 Bologna Verfasser (DE-588)6032368-1 aut Proceedings of the second European Geosynthetics Conference Bologna, Italy, 15 - 18 October 2000 2 Environmental and hydraulic applications workshops Eds.: Andrea Cancelli ... Bologna Pàtron Ed. 2000 XV S., S. 483 - 977 Ill., graph. Darst. txt rdacontent n rdamedia nc rdacarrier (DE-588)1071861417 Konferenzschrift gnd-content Cancelli, Andrea Sonstige oth (DE-604)BV017107627 2 Digitalisierung TU Muenchen application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=010315855&sequence=000004&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Proceedings of the second European Geosynthetics Conference Bologna, Italy, 15 - 18 October 2000 |
| subject_GND | (DE-588)1071861417 |
| title | Proceedings of the second European Geosynthetics Conference Bologna, Italy, 15 - 18 October 2000 |
| title_auth | Proceedings of the second European Geosynthetics Conference Bologna, Italy, 15 - 18 October 2000 |
| title_exact_search | Proceedings of the second European Geosynthetics Conference Bologna, Italy, 15 - 18 October 2000 |
| title_full | Proceedings of the second European Geosynthetics Conference Bologna, Italy, 15 - 18 October 2000 2 Environmental and hydraulic applications workshops Eds.: Andrea Cancelli ... |
| title_fullStr | Proceedings of the second European Geosynthetics Conference Bologna, Italy, 15 - 18 October 2000 2 Environmental and hydraulic applications workshops Eds.: Andrea Cancelli ... |
| title_full_unstemmed | Proceedings of the second European Geosynthetics Conference Bologna, Italy, 15 - 18 October 2000 2 Environmental and hydraulic applications workshops Eds.: Andrea Cancelli ... |
| title_short | Proceedings of the second European Geosynthetics Conference |
| title_sort | proceedings of the second european geosynthetics conference bologna italy 15 18 october 2000 environmental and hydraulic applications workshops |
| title_sub | Bologna, Italy, 15 - 18 October 2000 |
| topic_facet | Konferenzschrift |
| url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=010315855&sequence=000004&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
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