Sixth International Conference on Geosynthetics conference proceedings ; 25 - 29 March 1998, Atlanta, Georgia USA 2 Soil reinforcement applications, geotechnical & hydraulic applications
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111 | 2 | |a International Conference on Geosynthetics |n 6 |d 1998 |c Atlanta, Ga. |j Verfasser |0 (DE-588)5317207-3 |4 aut | |
245 | 1 | 0 | |a Sixth International Conference on Geosynthetics |b conference proceedings ; 25 - 29 March 1998, Atlanta, Georgia USA |n 2 |p Soil reinforcement applications, geotechnical & hydraulic applications |
264 | 1 | |a Atlanta |b Internat. Geosynthetics Soc. |c 1998 | |
300 | |a XXVIII S., S. 491 - 1196 |b Ill., graph. Darst. | ||
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adam_text | SIXTH INTERNATIONAL CONFERENCE ON GEOSYNTHETICS CONFERENCE PROCEEDINGS
25-29 MARCH 1998 ATLANTA, GEORGIA USA EDITOR R.K. ROWE VOLUME 2 SOIL
REINFORCEMENT APPLICATIONS GEOTECHNICAL & HYDRAULIC APPLICATIONS SIXTH
INTERNATIONAL CONFERENCE ON GEOSYNTHETICS PROCEEDINGS VOLUME I & 2 ARE
ALSO AVAILABLE ON CD-ROM. UB/TIB HANNOVER 118 850 016 89 ORGANIZED UNDER
THE AUSPICES OF THE INTERNATIONAL GEOSYNTHETICS SOCIETY SPONSORED BY THE
INDUSTRIAL FABRICS ASSOCIATION INTERNATIONAL AND THE NORTH AMERICAN
GEOSYNTHETICS SOCIETY TABLE OF CONTENTS:VOLUME 2 SOIL REINFORCEMENT
APPLICATIONS REINFORCED SOIL DESIGN ISSUES DESIGN PROCEDURES FOR
REINFORCED WALLS -A HISTORICAL PERSPECTIVE R.R. BERG,*. ALLEN & J.R.
BELL 491 ASPECTS OF PARTIAL FACTOR DESIGN OF REINFORCED SOIL WALLS T.S.
INGOLD 497 A COMPARISON OF DESIGN APPROACHES FOR REINFORCED SOIL
STRUCTURES IN EUROPE J. PENMAN & RAAUSTIN 501 RECENT DEVELOPMENTS OF THE
DISPLACEMENT METHOD P. LEMONNIER, P. GOTTELAND & A.H. SOUBRA 507
LOCALLY LOADED GEOSYNTHETIC REINFORCED SOIL STRUCTURE: CALCULATION
METHOD E. HAZA, P. GOTTELAND & J.P. GOURC 511 MEASURING GEOTEXTILE
STRAINS WITH STRAIN GAUGES S.R. BOYLE & R.D. HOLTZ 517 SOIL CONFINEMENT
EFFECT ON STRESS-STRAIN PROPERTIES OF GEOSYNTHETICS Z.YUAN, R.H. SWAN
JR., R.C. BACHUS.V. ELIAS 523 THE TESTING OF GEOSYNTHETIC REINFORCEMENTS
P.E. STEVENSON.T.R. SKOCHDOPOLE & A.D. KELKAR 529 GEOSYNTHETIC
REINFORCEMENCARE GEOTEXTILES AND GEOGRIDS INTERCHANGEABLE? CJ.SPRAGUE
. . 539 EFFECT OF END-RESTRAINT IN GEOGRID-SOIL STRUCTURES H. OCHIAI,
N.YASUFUKU.T KAWAMURA.T-YAMAJI & T. HIRAI 545 APPLICATION OF DILATANCY
MODELS TO SOILS REINFORCED BY GEOSYNTHETICS H. OHTA, M. HIRATA,A.
LIZUKA.T.YAMAKAMI & K. OHMORI 551 REINFORCED SOIL WALLS FAILURE OF TWO
FABRIC REINFORCED SEGMENTAL BLOCK WALLS IN SOUTH AFRICA F.W. GASSNER &
G.M.JAMES 559 PRELOADED-PRESTRESSED GEOGRID-REINFORCED SOIL BRIDGE PIER
T. UCHIMURA. F.TATSUOKA, M.TATEYAMA & T. KOGA 565 X TABLE OF CONTENTS:
VOLUME 2 USE OF FABRIC REINFORCED SOIL WALLS FOR INTEGRAL BRIDGE END
TREATMENT R.A. REID, S.P. SOUPIR & V.R. SCHAEFER 573 FIELD PERFORMANCE
TEST OF A GEOSYNTHETIC-REINFORCED SOIL WALL WITH RIGID FACING
Y.TSUKADA,Y. OCHIAI, H. MIYATAKE & N.TAJIRI 577 MULTI-ANCHORED SOIL
RETAINING WALLS WITH GEOSYNTHETIC LOOP ANCHORS H. BRANDL 581
MECHANICALLY STABILIZED EARTH WALL DESIGN: EXTERNAL STABILITY M.S.
MEYERS, RAWETZEL & R.R. BERG 587 BRICK FACED RETAINING WALLS REINFORCED
WITH GEOSYNTHETICS -A NUMERICAL ANALYSIS M. I. M. PINTO, R.V.C. PEREIRA,
M.L LOPES & A. MENDONCA 593 LARGE DEFORMATIONS FEM ANALYSIS OF A
REINFORCED EARTH STRUCTURE R.ARAB,P.VILLARD&J.P.GOURC 597 EVALUATION OF
FOUNDATION SUPPORT FOR GEOSYNTHETIC REINFORCED SOIL WALL ON SLOPING
GROUND J. OTANI.T. HIRAI, H. OCHIAI & S. SHINOWAKI 601 PARAMETRIC STUDY
FOR GEOSYNTHETIC REINFORCED WALLS UNDER SUSTAINED EARTHQUAKES A. CAROTTI
& P. RIMOLDI 605 INFLUENCE OF REINFORCEMENT STIFFNESS, LENGTH AND BASE
CONDITION ON SEISMIC RESPONSE OF GEOSYNTHETIC REINFORCED RETAINING WALLS
R.J. BATHURST. K. HATAMI 613 REINFORCED SLOPES THEVERRAND HIGH
REINFORCED-SOIL STRUCTURE G. SEMBENELLI & P. SEMBENELLI 619 GEOGRID
REINFORCEMENT OF SLOPES FOR EARTHQUAKE RESISTANCE AT NEW U.S. EMBASSY IN
CARACAS.VENEZUELA J.R. LAMBRECHTS 625 THE CONSTRUCTION OF STEEP
REINFORCED SLOPES IN HILLY TERRAIN C.R.LAWSON&TWYEE 629 CASE STUDY:
BLUEWATER RETAIL & LEISURE DESTINATION-MAJOR REINFORCED SOIL SLOPES TO
FORM STEEP SIDED NEW LAKES J.H.DIXON 637 TABLE OF CONTENTS:VOLUME 2 SOIL
BIOENGINEERING/BIOTECHNICAL STABILIZATION OF A SLOPE FAILURE R.B. SOTIR,
J.T. DIFINI & A.F. MCKOWN 643 FINITE ELEMENT ANALYSIS OF INSTRUMENTED
GEOGRID REINFORCED SLOPE A. GHINELLI & M. SACCHETTI 649 DURABILITY AND
LONG TERM BEHAVIOR THE ASSURANCE OF DURABILITY J.H. GREENWOOD 657
LONG-TERM EXPERIENCE WITH REINFORCED EMBANKMENTS ON SOFT SUBSOIL:
MECHANICAL BEHAVIOR AND DURABILITY K.H. BLUME & D.AIEXIEW 663 DURABILITY
OF POLYESTER AND POLYPROPYLENE GEOTEXTILES BURIED IN A TROPICAL
ENVIRONMENT FOR 14 YEARS J.W. COWLAND, K.C.YEO & J.H. GREENWOOD 669
STUDY ON CREEP-RUPTURE OF POLYESTER TENDONS: FULL SCALE TESTS P. ORSAT,
M. KHAY & M. MCCREATH 675 COATED PET-GEOGRIDS,WOVENS AND YARNS -
COMPARISON OF LONGTIME PERFORMANCE UNDER TENSION J. MULLER-ROCHHOLZ,
D.AIEXIEW, C. RECKER & S.E. LOTHSPEICH 679 THE EFFECT OF OXYGEN
PRESSURE.TEMPERATURE AND MANUFACTURING PROCESSES ON LABORATORY
DEGRADATION OF POLYPROPYLENE GEOSYNTHETICS A.SALMAN,VEIIAS&A.DIMILLIO
683 CONVENTIONAL AND STEPPED ISOTHERMAL METHODS FOR CHARACTERIZING LONG
TERM CREEP STRENGTH OF POLYESTER GEOGRIDS J.S.THORNTON, J.N. PAULSON &
D. SANDRI 691 THE STEPPED ISOTHERMAL METHOD FOR TIME-TEMPERATURE
SUPERPOSITION AND ITS APPLICATION TO CREEP DATA ON POLYESTER YARN
J.S.THORNTON, S.R.ALLEN, R.W.THOMAS & D. SANDRI 699 MODELING AND
EXTRAPOLATION OF CREEP BEHAVIOR OF GEOSYNTHETICS T.Y. SOONG & R.M.
KOERNER 707 SLOW STRAIN RATE MODULUS ASSESSMENT VIA STRESS RELAXATION
EXPERIMENTS T.Y. SOONG &A.E. LORD, JR. 711 LONG TERM BEHAVIOR
CHARACTERIZATION OF SOFT COMPOSITES UNDER BIAXIAL LOADING R MAILLER & M.
SOTTON *. 715 XII TABLE OF CONTENTS:VOLUME 2 REINFORCEMENT INTERFACES A
MODEL FOR THE ULTIMATE PULL-OUT RESISTANCE OF GEOGRIDS R.H. CHEN &Y.S.
LEE 72| AN APPROACH TO ANALYZE THE PULL-OUT RESISTANCE OF WOVEN
GEOTEXTILES A.K. KARMOKAR & H.KABEYA 725 A NEW APPROACH IN MODELING OF
SOIL-GEOTEXTILE INTERFACE BEHAVIOR IN PULLOUT TESTS S.B. MALLICK, D.J.
ELTON & S.ADANUR 729 INFLUENCE OF GRID CONFIGURATION ON INTERFACE SHEAR
STRENGTH SOIL/GEOGRID SYSTEMS T. ZETTLER, G. KASTURI, S.K. BHATIA,
A.H.ABDEL-REHMAN & R. BAKEER 733 SOIL INTERACTION CHARACTERISTICS OF
GEOTEXTILES AND GEOGRIDS M. KOUTSOURAIS, D. SANDRI & R.H. SWAN 739
EMBANKMENTS OVER SOFT OR UNSTABLE GROUND PERFORMANCE OF
GEOTEXTILE-REINFORCED EMBANKMENT ON SOFT BANGKOK CLAY D.T. BERGADO, P.V.
LONG, P. DELMAS, K.H. LOKE & N. MIURA 747 REINFORCED PILED EMBANKMENTS
IN SWEDEN - DESIGN ASPECTS Y. ROGBECK, S. GUSTAVSSON, I. SODERGREN, & D.
LINDQUIST 755 EMBANKMENT SUPPORT OVER PILES USING GEOGRIDS CG.JENNER,
R.A.AUSTIN & D. BUCKLAND 76 3 TWO- AND THREE-DIMENSIONAL NUMERICAL
ANALYSIS OF THE PERFORMANCE OF PILED EMBANKMENTS G. KEMPTON, D. RUSSEL,
N.D. PIERPOINT & C.J.F.P. JONES 767 GEOGRID AND GEOCELL REINFORCED
SECONDARY ROAD OVER DEEP PEAT DEPOSIT J. FORSMAN, E. SLUNGA & P.
LAHTINEN 773 CONSTRUCTION OF HIGHWAY EMBANKMENT ON SOFT MARINE SOIL
USING JUTE GEOTEXTILES P.J.RAO,BINDHUMADHAV&N.VENISRI 779 PERFORMANCE OF
GEOTEXTILE REINFORCED EMBANKMENTS ON VERTICALLY DRAINED SOFT MUDS
K.CYEO&J.W.COWLAND INFLUENCE OF GEOMETRY AND CONSTRUCTION SEQUENCE ON
REINFORCED EMBANKMENTS ON SOFT SOILS J-LBORGES&A.S. CARDOSO XIII TABLE
OF CONTENTS:VOLUME 2 GEOTECHNICAL & HYDRAULIC APPLICATIONS CONSTRUCTION
WITH/ON MARGINAL SOILS DESIGN GUIDANCE FOR REINFORCED SOIL STRUCTURES
WITH MARGINAL SOIL BACKFILLS B.R. CHRISTOPHER, J.G. ZORNBERG & J.K.
MITCHELL 797 REINFORCEMENT OF A SAUDI SABKHA SOIL USING GEOTEXTILES
S.A.AIBAN,O.S.B.AI-AMOUDI, I.AHMED, H.AI-ABDULWAHHAB 805 LONG-TERM
DEFORMATION OF REINFORCED COHESIVE SOIL FILLS AND WALLS M.FUKUOKA 811
DEVELOPMENT OF WOVEN GEOTEXTILES FOR REINFORCING COHESIVE SOIL FILLED
SLOPES -A NEW APPROACH S. ARIADURAI, I.LWHYTE & P. POTLURI ...815 LARGE
SCALE PULLOUT TESTS OF GEOTEXTILE IN POORLY DRAINING SOILS S.H. CHEW,
SATAN, K.H. LOKE, P. DELMAS & C.T. HO 821 SOFT CLAY EMBANKMENT
REINFORCED BY GEOSYNTHETIC HORIZONTAL DRAINS M. KAMON.T. AKAI, M. FUKUDA
& Y. NANBU 825 CENTRIFUGE MODELING OF AN INNOVATIVE MSES FOR MARGINALLY
STABLE SLOPES M.B.MAHMUD&T.F.ZIMMIE 829 HYDRAULIC EFFECTS OF USING
DUAL-FUNCTION GEOSYNTHETICS IN THE DESIGN OF MULTI-LAYER STRUCTURES P.
GOTTELAND 833 LAND RECLAMATION AND GROUND IMPROVEMENT THE MOBILIZED
STRENGTH OF PREFABRICATED VERTICAL DRAINS W.VOSKAMP, G.TROOST & G.R.
KOERNER 839 INVESTIGATION OF SOME FACTORS AFFECTING DISCHARGE CAPACITY
OF PREFABRICATED VERTICAL DRAIN N. MIURA,J. CHAI & K.TOYOTA 845 DESIGN
OF A NEW GEOCOMPOSITE VERTICAL WICK DRAINS FOR GROUND IMPROVEMENT
J.N.MANDAL&VS.KANAGI 851 CRITICAL EVALUATION OF LABORATORY DRAIN TESTS
SIMULATING FIELD CONDITIONS G.P. KARUNARATNE, SATAN, S.H. CHEW & S.L LOH
855 GEOTEXTILES FOR THE EL DORADO INTERNATIONAL AIRPORT IN COLOMBIA
A.MALAGON 859 XIV TABLE OF CONTENTS:VOLUME 2 TESTING AND ANALYSIS OF
SOFT FOUNDATION TREATMENT FOR DONGGANG DIKING PROJECT Q.Y.LUO 865
ELECTROKINETIC GEOSYNTHETICS AND THEIR APPLICATIONS I.M. NETTLETON,
C.J.F.P. JONES, B.G. CLARKE & R. HAMIR 871 A STUDY OF THE BEHAVIOR OF
GEOGRID REINFORCED STONE COLUMN J.S. SHARMA 877 BEARING CAPACITY
GEOSYNTHETIC REINFORCED UNPAVED ROADS ON VERY SOFT SOILS: CONSTRUCTION
AND MAINTENANCE EFFECTS E.M. PALMEIRA 885 NUMERICAL ANALYSIS OF A
PAVEMENT BASE REINFORCED WITH GEOGRID M.ABRAMENTO 891 IMPROVEMENT OF
BEARING CAPACITY OF SOFT CLAY USING GEOGRIDS Y.TANABASHI, K.YASUHARA, K.
HIRAO, N. KIYOKAWA & H. ITOH 895 THE BEARING CAPACITY OF A REINFORCED
SAND LAYER OVERLYING A SOFT CLAY SUBGRADE MJ. KENNY 1 901 SUPPORTING
CAPABILITY OF GEOGRID REINFORCED SOIL FOUNDATIONS N.YASUFUKU, H. OCHIAI
& K. KAWAMATA 905 THEORETICAL SOLUTIONS FOR STRESS AND STRAIN FIELDS OF
A GEOSYNTHETIC-REINFORCED FOUNDATION VERTICALLY LOADED BY A CONCENTRATED
FORCE J.HAN 911 BEARING CAPACITY OF STRIP FOOTING ON GEOGRID-REINFORCED
SLOPE C.S.Y00 & D.Y. LEE 9| S A STUDY ON THE COIR REINFORCEMENT FOR
STRENGTHENING SOFT SOIL SUBGRADES K. RAJAGOPAL & S. RAMAKRISHNA 9 9
TREATMENT OF CONTAINER STOCKYARD USING STRESS DISTRIBUTION ABILITY OF
GEONET 2. HONG & H.R. DAO 923 ROADS AND PAVEMENTS A GEOTEXTILE-WRAPPED
AGGREGATE HIGHWAY DRAIN EVALUATION G.P. RAYMOND, R.J. BATHURST & J.
HAJEK 929 XV TABLE OF CONTENTS: VOLUME 2 DEFORMATIONS AND DAMAGE OF
NONWOVEN GEOTEXTILES IN ROAD CONSTRUCTION A.WATN, G. EIKSUND &A. KNUTSON
933 RUT PREDICTION FOR ROADWAYS WITH GEOSYNTHETIC SEPARATORS W.S.TSAI &
R.D. HOLTZ 9 39 QUANTIFYING THE SEPARATION CHARACTERISTIC OF
GEOSYNTHETICS IN FLEXIBLE PAVEMENTS I.AI-QADI, B.J. COREE.T.L BRANDON,
S.A. BHUTTA & A.K.APPEA 945 GEOSYNTHETIC-REINFORCED PAVEMENTS: OVERVIEW
AND PRELIMINARY RESULTS S.W. PERKINS, M. ISMEIK, M.L FOGELSONG.Y.WANG &
E.V. CUELHO 951 COST VERSUS REINFORCING EFFECTIVENESS OF GEOTEXTILES IN
PAVEMENT WORKS IN GREECE A.G.KOKKALIS 9 59 A STUDY ON PREVENTING AND
REPAIRING ROAD FROST BOILING BY APPLYING GEOTEXTILE IN DAQING AREA J.
CAO, Z. HUANG, D. ZHAO & J. DAI 963 LABORATORY STUDY OF THE DYNAMIC TEST
SYSTEM ON GEOGRID REINFORCED SUBGRADE SOIL D.T. CHANG.W.J. WANG & Y.WANG
967 ASPHALT PAVEMENTS PERFORMANCE PREDICTION MODEL FOR ASPHALT OVERLAYS
WITH GEOTEXTILE INTERLAYERS ON CRACKED PAVEMENTS R.M. RODRIGUES 973
EFFECTIVENESS OF SYNTHETIC INTERLAYERS IN BITUMINOUS PAVEMENTS G.DONDI
977 GEOTEXTILE WITHIN ASPHALT OVERLAY ON A BRAZILIAN ROAD: A 13-YEAR
CASE STUDY P.RAGUIAR & C.E.L PAIVA 985 FRACTURE BEHAVIOR OF
GEOSYNTHETICS IN ASPHALT LAYERS R.LUGMAYR 989 RESPONSE INVESTIGATION AND
DESIGN GUIDELINES FOR ASPHALT PAVEMENTS WITH AN EPS GEOFOAM SUB-BASE M.
DUSKOV, LJ.M. HOUBEN & A. SCARPAS 993 FILTRATION PARTICLES WASHOUT
ASSOCIATED WITH THE RETENTION OF BROADLY GRADED SOILS BY GEOTEXTILES J.
LAFLEUR 1001 GEOTEXTILE CHARACTERISTIC OPENING SIZE:THE INFLUENCE OF
SOME TEST PARAMETERS M.C.P. BARROSO & M.D.G. LOPES 1005 XVI TABLE OF
CONTENTS:VOLUME 2 PERMEABILITY REQUIREMENTS FOR GEOTEXTILE FILTER DESIGN
R.J. FANNIN.Y.C. SHI & Y.P.VAID IQ09 GEOTEXTILE FILTER DESIGN BY
PROBABILISTIC ANALYSIS D.C. URASHIMA & D.VIDAL 1013 FILTER BEHAVIOR OF
HYDRAULICALLY AND MECHANICALLY DAMAGED GEOTEXTILES YH. FAURE & Y KEHILA
1017 LARGE-SCALE PERFORMANCE TESTS TO EVALUATE FILTRATION PROCESSES T.
KOSSENDEY & G. KARAM 1021 THE PERFORMANCE OF A GEOTEXTILE FILTER IN
TROPICAL SOIL M.G. GARDONI & E.M. PALMEIRA 1027 EFFECT OF CAVITIES
BETWEEN SOIL AND GEOTEXTILE FILTER ON PERMEABILITY E. GIILER & E. BARAN
1033 THEORETICAL BASIS FOR THE DEVELOPMENT OF ATWO-LAYER GEOTEXTILE
FILTER J.P. GIROUD, P. DELMAS & O. ARTIERES 1037 AQUATEXTILES: USE OF
NONWOVEN GEOTEXTILES FOR FILTRATION IN A MUNICIPAL WATER TREATMENT PLANT
E.A. RICHARDS, J.D. SCOTT & D.W. SMITH 1045 HYDRAULIC CAPACITY OF
GEOSYNTHETICS TURBULENCE AND DYNAMICS IN THE FALLING HEAD TEST
A.BEZUIJEN 1051 FACTORS AFFECTING HYDRAULIC TRANSMISSIVITY OF
GEOCOMPOSITE DRAIN SYSTEMS N. RAD, C. GOKMEN & J.M. STALCUP 1055
COMPARISON OF TRANSMISSIVITY TESTS DIN - ASTM - CEN J. MIILLER-ROCHHOLZ
& Z. BRONSTEIN 1059 THE OPTIMIZATION ANALYSIS BETWEEN PROCESSING
PARAMETERS AND PHYSICAL PROPERTIES OF GEOCOMPOSITES COMPOSED OF
MULTI-LAYERED NONWOVENS H.YJEON&J.YKIM L063 MICRO-REINFORCEMENT &
TRIAXIAL TESTING STATIC AND CYCLIC BEHAVIOUR OF SAND REINFORCED BY MESH
ELEMENTS J.C. MOREL & J.P. GOURC L069 XVII TABLE OF CONTENTS:VOLUME 2
STABILIZATION OF EARTH SLOPES WITH FIBER REINFORCEMENT G.H. GREGORY &
D.S. CHILL 1073 EFFECT OF GEOTEXTILE REINFORCEMENT ON THE STESS-STRAIN
AND VOLUMETRIC BEHAVIOR OF SAND AJCASHMAWY & P.L BOURDEAU 1079 NUMERICAL
SIMULATION OF DYNAMIC BEHAVIOR OF SOIL WITH REINFORCEMENT R.H. CHEN &
TC. CHEN 1083 RAILROADS RAIL TRANSPORT SUPPORT UPGRADATION - POTENTIAL
EVALUATION OF INNOVATIVE GEOSYNTHETICS V.K.JAIN & A. AZEEM 1089 THE USE
OF GEOTEXTILES FOR THE CONSTRUCTION OF THE EUROPEAN HIGH SPEED TRAIN
NETWORK F. DE MEERLEER & F. DONCKERS 1093 DAMS & RESERVOIRS GEOSYNTHETIC
SYSTEM FOR THE FACING OF BOVILLA DAM P. SEMBENELLI, G. SEMBENELLI & A.M.
SCUERO 1099 LONGTERM PERFORMANCE OF EXPOSED GEOMEMBRANES ON DAMS IN
ITALIAN ALPS DCAZZUFFI 1107 A SAIL-SHAPED DAM MADE OF HIGH-STRENGTH
COMPOSITE GEOMEMBRANE K. JIANG & LYUAN 1111 USE OF A SYNTHETIC RUBBER
SHEET FOR SURFACE LINING OF UPPER POND AT SEAWATER PUMPED-STORAGE POWER
PLANT H. SHIMIZU & Y. IKEGUCHI 1115 A SCHEME OF USING GEOSYNTHETICS TO
TREAT CRACKS ON A RESERVOIR BLANKET Z.YLIU ||2I INSTALLATION DAMAGE
FIELD TESTS ON A GEOMEMBRANE AND WATERPROOFING OF THE SELVET DAM H.
GIRARD, D. POULAIN, C. MINE & G. POTIE 1125 RIVERS, CANALS & HARBORS
BITUMEN GEOMEMBRANES IN IRRIGATION - CASE HISTORIES FROM A RANGE OF
CLIMATES B. BREUL & R. HERMENT 1133 CONSTRUCTION TECHNOLOGY OF
GEOTEXTILE MATTRESSES FOR BANK PROTECTION OF LIAOHE RIVER, LIAONING
PROVINCE, P.R. CHINA DWANG&X.WANG 1139 XVIII TABLE OF CONTENTS:VOLUME 2
A NEW STRUCTURE FOR PROTECTING THE BANKS OF WATERWAYS J.YAN 1143
ALTERNATIVE DESIGN AND CONSTRUCTION OF AN UNDER SEAWATER ROAD TUNNEL
USING GEOSYNTHETICS IN GREECE A.KOLLIOS 1147 APPLICATION AND TESTING OF
GEOTEXTILES IN DEEP-DRAFT QUAYS F.LIANG 1151 JUTE GEOTEXTILES U. DATTA,
P.K. CHATTERJEE, B. CHOTTOPADHYAY & A GHOSH 1155 ABRASION PROPERTIES OF
GEOTEXTILES SUBJECT TO DYNAMIC LOADING WS. ALEXANDER 1161 STABILITY
CRITERIA FOR GEOSYSTEMS -AN OVERVIEW K.W. PILARCZYK, M.K. BRETELER &T.
STOUTJESDIJK 1165 EVALUATION OF GEOSYNTHETIC FABRIC CONTAINERS TO
CONTAIN CONTAMINATED DREDGED SEDIMENT H. MOO-YOUNG,T. MEYERS &
D.TOWNSEND * 1173 DAMAGE INFRARED THERMOGRAPHY OF DAMAGE IN
GEOSYNTHETICS M.P. LUONG & M. KHAY 1179 INFLUENCE OF REINFORCEMENT
DAMAGE ON THE PULL-OUT RESISTANCE OF GEOGRIDS M.L LOPES & T. AYELE *
8 3 FULL-SCALE DYNAMIC TESTS ON GEOSYNTHETICS AS WATERPROOF LAYER AND
REINFORCEMENT OF THE SURFACE OF EMBANKMENT J. ZHANG & DY ZOU 89
PERFORMANCE TEST TO SIMULATE GEOTEXTILE PUNCTURE UNDER DYNAMIC CYCLIC
LOADING G. MANNSBART, H. BREYMANN & M. MOSER : 9 3 XIX
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author_sort | International Conference on Geosynthetics Atlanta, Ga |
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id | DE-604.BV012992081 |
illustrated | Illustrated |
indexdate | 2024-12-23T15:17:18Z |
institution | BVB |
institution_GND | (DE-588)5317207-3 |
language | English |
oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-008852406 |
oclc_num | 632849514 |
open_access_boolean | |
owner | DE-91 DE-BY-TUM |
owner_facet | DE-91 DE-BY-TUM |
physical | XXVIII S., S. 491 - 1196 Ill., graph. Darst. |
publishDate | 1998 |
publishDateSearch | 1998 |
publishDateSort | 1998 |
publisher | Internat. Geosynthetics Soc. |
record_format | marc |
spellingShingle | Sixth International Conference on Geosynthetics conference proceedings ; 25 - 29 March 1998, Atlanta, Georgia USA |
title | Sixth International Conference on Geosynthetics conference proceedings ; 25 - 29 March 1998, Atlanta, Georgia USA |
title_auth | Sixth International Conference on Geosynthetics conference proceedings ; 25 - 29 March 1998, Atlanta, Georgia USA |
title_exact_search | Sixth International Conference on Geosynthetics conference proceedings ; 25 - 29 March 1998, Atlanta, Georgia USA |
title_full | Sixth International Conference on Geosynthetics conference proceedings ; 25 - 29 March 1998, Atlanta, Georgia USA 2 Soil reinforcement applications, geotechnical & hydraulic applications |
title_fullStr | Sixth International Conference on Geosynthetics conference proceedings ; 25 - 29 March 1998, Atlanta, Georgia USA 2 Soil reinforcement applications, geotechnical & hydraulic applications |
title_full_unstemmed | Sixth International Conference on Geosynthetics conference proceedings ; 25 - 29 March 1998, Atlanta, Georgia USA 2 Soil reinforcement applications, geotechnical & hydraulic applications |
title_short | Sixth International Conference on Geosynthetics |
title_sort | sixth international conference on geosynthetics conference proceedings 25 29 march 1998 atlanta georgia usa soil reinforcement applications geotechnical hydraulic applications |
title_sub | conference proceedings ; 25 - 29 March 1998, Atlanta, Georgia USA |
url | http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=008852406&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
volume_link | (DE-604)BV012991798 |
work_keys_str_mv | AT internationalconferenceongeosyntheticsatlantaga sixthinternationalconferenceongeosyntheticsconferenceproceedings2529march1998atlantageorgiausa2 |