Eurogeo

Spanish IGS Chapter

Congress Secretariat
Preliminary List of Abstracts

Título	Autores	País
A design solution to minimise the impact of heavy loads and settlement on large diameter pipes	N. AYALA-SAMALEA R. CALLERY	Australia
Surface erosion control test field on steep slpe of german autobahn A3	E. NÉMETH H. ZANZINGER J. BÖKER K. MARZINI J. EPPEL	Germany
Preparation of seismotectonic map in Qazvin province	M. MOHARRAMPOUR M. JAHANGIRBAKHT M. KATUZI	Iran
Analysis of geotextile tube using discrete membrane elements method	T. W.YEE	Malaysia
Lining with geomembrane PVC-7 in Laguna de Barlovento. Long term behaviour	M. BLANCO J. ZORNBERG E. AGUIAR G. RICO L.PARGADA A. LEIRO J. SORIANO M. A. CRESPO	Spain USA Spain Spain Spain Spain Spain Spain
An integrated approach to the design of glass reinforced plastic (GRP) pipe trench	S.H. WU N. AYALA-SAMALEA	Australia
Long-term internal shear strength of a needle-punched clay geosynthetic barrier	H. ZANZINGER	Germany
Numerical analysis of the setlement of bridge abutments	H. TAHERKHANI H. MAHIN ROOSTA S. ZAFARI	Iran
Finite element analysis of a flexible pavement reinforced by geosynthetics	H. TAHERKHANI S. RANJBAR	Iran
Reinforcement of highway enbankment of soft soils using geotextile	H. TAHERKHANI M. RAHMANI	Iran
Corporative study of three different geomembranes (PVC-P, HDPE, EPDM) used in water ponds.	M. BLANCO N. TOUZE-FOLTZ L. PARGADA G. RICO E. AGUIAR F. CASTILLO J. SORIANO A. M. NOVAL	Spain France Spain Spain Spain Spain Spain Spain
Green environmental solutions with geotextile tubes	E. ZANGENRINK R, J. M. WORTERLBOER T. W. YEE A. PONOMARYOV	The Netherlands The Netherlands Malaysia Russia
Technique of reinforced soil base calculation under initiation in ground mass	D. ZOLOTOZUBOV	Russia
Testing of in situ aged geosynthetic barriers of existing road tunnel sealing systems	I. KAUNDINYA	Germany
The influence of reinforcement geometry and soil types on the interface behaviour in pullout condition	G. CARDILE L. CALVARANO N. MORACI P. RECALCATI	Italy
Experimental investigations on shear strength of soil-geogrid interfaces	F. FERREIRA C. VIEIRA M. LOPES	Portugal
Investigation of geosynthetic clay liner performance in concrete applications	J. BUCKLEY W. GATES D. GIBBS W. HORNSEY	Australia
Underwater repair of geomembrane.	J. LÁZARO	Spain
Abstract on a platform combining geomembrane and asphalt concrete layer	J. LÁZARO	Spain
Hydrolisis predicting tool for polyester soil reinforcements	L. NAIT-ALI N. FRIETAG R. LOZANO	France
Electrokinetic geosynthetic dewatering of nuclear contaminated waste	C. JONES J. LAMONT-BLACK S. GRENDINNING	United Kingdom
An investigation of the arching mechanism in a geotechnical centrifuge	D. LALLY P. NAUGHTON	Ireland
Laboratory investigation on construction method of geogrid encased stone column	D. LEE C. YOO	Korea
Strength reduction and stiffness modulus change of geosynthetics used in reinforced soil walls constructed with recycled construction and demolition waste (RCDW) as backfill materials	E. SANTOS B. BUENO E. PALMEIRA	Brazil
Loading test for reinforced soil retaining wall used cement-mixing soil with long geo-fiber	K. KOJIMA M. TATEYAMA H. TANIGUCHI T. TAKAHASHI	Japan
FEM modeling of pullout tests performed on reinforced soils	M. MASSIMINO G. ABATE G. CARDILE M. MAUGEN	Italy
2D finite element stability analysis of a reinforced piled embankment	K. JENNINGS P. NAUGHTON	Ireland
Influence of microfibres on the performance a trial embakment under natural wheatering	I. FALORCA I. PINTO L. FERREIRA GOMES	Portugal
Seismic behaviour of geosynthetic reinforced earth	M. MAUGERI P. CARRUBBA	Italy
Optic and scanning electronic microscopy as advanced system to determine geomembranes behaviour.	J. SORIANO M. BLANCO M. A. GARCÍA E. AGUIAR A. LEIRO M. RUBÍN DE CÉLIX B. MATEO J. BURGOS	Spain
Geogrid installation damage	D. ATMATZIDIS I. PENTAZOPOULOS	Greece
Test field for monitoring geocomposite reinforcement behaviour in a crane working platform at a wind farm	L. BATALI J. KLOMPMAKER N. BUTNARCIUC	Romania Germany Romania
The superiority of geotextile dewatering tubes	Z. LIN S. WU A. CHIEN	Taiwan
The effects of structural pattern on the engeneering properties of hexagonal wire meshes	C. WAYNE HSIEH R. LIU	Thailand
Development of a geocomposite to improve the bed support conditions of railway track gravel for railroad tracks	U. WIESEMANN S. GROSSMANN H. EHRENBERG W. EWERT	Germany
The influence of geosynthetics color on the UV resistance performance under natural and lab test conditions	H. EHRENBERG C. RECKER	Germany
Investigations on the gas permeability of geosybthetics in land reclamation at ports using harbour silt as building material for backfilling	D. LESEMANN H. EHRENBERG K. WERTH K. PETEREIT	Germany
The confinement effect of different geogrids: 4 the development of an index test	N. WRIGLEY H. ZHENG	United Kingdom China
Comparative life cycle assessment of geosynthetics versus conventional construction materials, a study on behalf of the E.A.D.M. General	H. EHRENBERG J.P. MERMET	Germany France
Comparative life cycle assessment of geosynthetics versus conventional construction materials, a study on behalf of the E.A.D.M. Case 1, Filter function	N. LAIDIE D. SHERCLIFF	Luxembourg France
Comparative life cycle assessment of geosynthetics versus conventional construction materials, a study on behalf of the E.A.D.M. Case 2, Foundation stabilization	A. ELSING I. FRASER	Germany England
Comparative life cycle assessment of geosynthetics versus conventional construction materials, a study on behalf of the E.A.D.M. Case 3, Landfill construction drainage layer	K. WERTH S. HÖHNY	Germany
Comparative life cycle assessment of geosynthetics versus conventional construction materials, a study on behalf of the E.A.D.M. Case 4, Soil retaining wall	I. FRASER A. ELSING	England Germany
HDPE Polimeric geosynthetic barriers in water ponds.	M. BLANCO E. AGUIAR F. CASTILLO J. SORIANO F. GARCÍA R. NORNIELLA P. GARCÍA CEREZO B. MATEO	Spain
Structural patterns effects on the engeneering properties of hexagonal wire meshes	C. HSIEH R. LIU C. CHANG	Taiwan
Change in porosity of fibre-reinforced sandy soil	H. RUBISAROVA	Czech Republic
Geosynthetics anchorage: experimental studies	S. LAJEVARDI L. BRIANCON D. DIAS	France
Behaviour geogrid encased stone column method using field test	D. LEE C. YOO	Korea
Experimental study of the development of scour around sand-filled geosystems for coastal protection	L. DAS NEVES M. LOPES F. VELOSO-GOMES F. TAVEIRA-PINTO	Portugal
The role of geosynthetics on the resilient characteristics of unbound granular media	B. INDRARATNA SD. K. KARIMULLAH HUSSAINI J. S. VIROD	Australia
Autoclave test . Alternative test method for assessment of oxidative long term durability of geosynthetic barriers based on polyolefins for applications in road tunnels	D. ROBERTSON M. BÖHNING H. SCHRÖEDER K. BRUMMERMANN I. KAUNDINYA F. SAATHOFF	Germany
The use of geosynthetic materials in landfills in Victoria, Australia	K. R. BOGODA	Australia
Decreasing load on piles in a piled embankment	S. J. M. van EEKELEN P. G. van DUIJNEN A. BEZUIJEN A. F. van TOL	The Netherlands
Does a piled embankment "feel" te passage of a heavy truck? High frequency field measurements	S. J. M. van EEKELEN	The Netherlands
Influence of a fill material and type of geosynthetic reinforcement in a field embankment- Model experiments	S. J. M. van EEKELEN A. NANCEY A. BEZUIJEN	The Netherlands
Is 1+1=2? Results of a 3D model experiments	S. J. M. van EEKELEN A. BEZUIJEN	The Netherlands
Basal reinforcement over soft soil using high strength bonded geogrid at agriport Maydon Wharf	E. ZANNONI M. RICHTER T. FREEMAN	South Africa
Seismic damage of a geogrid-reinforced wall monitoriced since 1995 in the 2011 Tohoku earthquake	T. FUJITA M. YABO A. NAKANE H. KOHASHI Y. MIYATA	Japan
The impact of swelling behaviour of bentonite on its shear strength	D. DOMITROVIC B. KOVACEVIC ZELIC H. STRGAR	Croatia
Soil-geotextile composites mechanical behaviour and interface resistance	I. MARKOU D. NOVIDIS S. PANTAZOPOULOU	Greece
The tensile strain effects on pore sizes and permittivity of needle-punched nonwoven geotextiles	C. S. WU Y. S. HONG C. H. CHENG	Taiwan
The effect of tensile strain on clogging potential of soil-nonwoven geotextile systems	Y. S. HONG C. S. WU J. S. HOU	Taiwan
Research and practice of GRS integral bridge	F. TATSUOKA M. TATEYAMA	Japan
Behaviour of the mechanical stabilized walls and its elements in the conditions of the improving of the existing track infrastructure	A. ZAYTSEV V. VINOGRADOV A. KOSTOUSOV Y. FROLOVSKY	Russia
Ends and meansin the specification of geosynthetics	J. THOMAS	India
Piled embankment in The Netherlands	A. E. C. van der STOEL J. K. HAASNOOT	The Netherlands
Effects of cyclic loading in the shear strength of sand-geosynthetic interfaces	C. SILVA VIEIRA M. LOPES	Portugal
Prefabricated vertical drains and geocell mattress control settlement at Preston waste transfer station	P. THURLWELL A. TAYLOR	United Kingdom
Application of geomembrane tubes as flood barrier: concept and applicability	V. THAKUR A. WATN	Norway
Behaviour antioxidants in the HDPE geomembranes used in municipal solid waste landfills	C. PONS F. FARCAS H. MKADEMI E. RICHAUD B. FAYOLLE	France
Parametric study od the design of a solution of fine soil reinforcement with geosynthetics	D. M. CARLOS M. PINHO-LOPES M. L. LOPES	Portugal
Project of technical lining. Innovation en value of systems Waterproof	A. REY	Spain
The design and construction of a reinforced soil buttress wall to stabilise a blast damaged rock face	A. GARRARD D. CHAYCHUCK	Australia
Lon term performance of a mechanicaly stabilized earth tip wall subjected to excessive settlements	O. PAUSELLI E. ZANNONI C. SNYMAN	South Africa
Finie element study on the effect of geogrid reinforcement on the performanxce of GRS abutment supporting bridge	H. RAZEGHI J. MAMAGHANIAN S. M. RAHMANINEZHAD	Iran
Using geocells channeling storm water which caused floods- A proven success of more than 15 years	A. ROSEN	Israel
LLDPE Hoating covers	J. M. MUÑOZ	Spain
Linning low density polyethylene structured. Adventages	J. M. MUÑOZ	Spain
Performance of model high barrier geosynthetics for containment of volatile organic compounds and greenhouse gases in landfills	R. ARMSTRONG	USA
El Saltadero: Experimental field for exposed synthetic geomembranes testing behaviour	E. AGUIAR M. BLANCO T. VARA F. GARCÍA J. SORIANO V. ARMENDÁRIZ F. CASTILLO A. MARTIN	Spain
State of strain analysis on reinforced sandy ground with use particle image velocimetry	G. G. BOLDYREV A. V. MELNIKOV	Russia
Safety norms in water ponds	S. GARCIA-WOLFRUM J. MARTÍN	Spain
Centrifuge investigation on the load transfer mechanisms in a granular mattress reinforced by a geosynthetic sheet above a group of rigid inclusions	M. BLANC G. RAULT L. THOREL M. ALMEIDA R. GIROUT D. DIAS	France France France Brazil France France
R+D+I contribution about use of geosynthetics in water ponds	M. A. CRESPO M. PÉREZ M. REDÓN F. J. SÁNCHEZ B. SORIANO	Spain
The use of innovative technology through the use of geosynthetics to improve the Petermaritzburg Airport runway	E. ZANNONI K. SINGH D. GOVENDER	South Africa
A new procedure for measuring geosynthetic friction with an inclined plane	L. BRIANÇON J. P. GOURC D. POULAIN	France
Colloidal and hydraulic performance of new generation geosynthetic clay liner in contact with Diesel oil	D. TONCELLI N. MAROZZI F. MAZZIERI S. BARAVALLE	Italy
Variation in test results between laboratories from different parts of the world	R. DIEDERICH A. L. BACKERS CH. RECKER H. L. MOE	Luxembourg Luxembourg Norway Norway
High strength geotextile used to reinforced embankments spanning voids above the high speed railway line near Sarrebourg (F)	A. NANCEY L. EXBRAYAT	France
EPDM geomembranes behavior used in water ponds	M. BLANCO A. AGUIAR F. CASTILLO F. GARCÍA T. VARA J. SORIANO G. ABAD A. M. NOVAL	Spain
Review of engineering properties and performance of "Bithess" geosynthetic as used in World War II military campaigns and critical assessment of its potential for use in developing countries	W. H. CRAIG X. WANG E. M. GALLAGHER	United Kingdom
Using geosynthetic clay liners (GCLS) in landfill capping application studuing the influence of hidration by biogas condensate and mineralised water on GCL'S permeability	B. CHEVRIER D. GUYONNET	France
Developments in test methods for the assessment of the long-term performance of cushion geotextiles for liner protection application	W. P. HORNSEY E. M. GALLAGHER	Australia United Kingdom
HDPE geomembrane destructive seam testing, cyclic stress cracking, and action leakage rates: a view from the other side of the pond	I. D. PEGGS	USA
Comparison of different quality sistems in Europe: respective influence of geosynthetic market	CH. RECKER H. L. MOE P. DELMAS A. WATN	Germany Norway France Norway
Use of geosynthetics for technical safeguards in transport infrastructure for soil and groundwater protection	D. HEVER E. BRILE	Germany
Accelerated pavement testing facility for the study of geosynthetic reinforced asphalt overlays	N. S. CORREIA B. S. BUENO J. ZORNBERG	Brazil Brazil USA
A soft engineering approach for the coastal defence of the new Durban Beachfront upgrade	M. PAUSELLI A. MATHER G. JAMES	South Africa
Application of membrane foundation on soft soil	Y. PRONOZIN L. EPIFANTSEVA O. POROSHIN	Russia
Experimental and theoretical researches on interaction between the membrane foundation as ground bed	Y. PRONOZIN A. GERBER O. POROSHIN L. EPIFANTSEVA	Russia
Geotextile sand containers in coastal engineering- Factors affecting durability, degradation, mechanisms and lifetime prediction methods	T. WISNIEWSKI H. OUMERACI	Germany
Visualization of soil behavior in an embankment on flexible piles by X-Ray CT method	T. ESKISAR J. OTANI J. HIRONAKA	Turkey Japan Japan
Use of Linning technologies in design and construction in drinking water reservoirs	F. GONZÁLEZ R. PRIETO J. MONTERO	Spain
The Use of Aluminium Tape as A Conducting Medium for Spark Testing High Density Polyethylene Membrane Extrusion Welds	A. R. BELTON M. LARKIN E. M. GALLAGHER	United Kingdom
Numerical modeling of centrifuge tests on reinforced slopes	E. KAPOGIANNI J. LAUE M. SAKELLARIOU	Grecee Switzerland Grecee
Degradation of bentonites used in geosynthetic clay liners under sulfuric acid condition	Y. LIU W. P. GATES A. BOUAZZA	Australia
Direct shear test on expanded polystyrene (EPS) geofoam	A. H. PADADE J. N. MANDAL	India
European reinforced soil design- The codes	S. CORBET G. HORGAN H. HANGAN J. BRUHIER	United Kingdom United Kingdom Germany France
Monitoring of geosynthetic geomembranes used in waterproofing in hydraulic works.	M. BLANCO F.CASTILLO F. GARCIA J. C. de CEA B. MATEO S. GARCIA-WOLFRUM R. SOLERA C. GARCÍA	Spain
Geosynthetic strip with rounded band anchor	K. W. LEE S. D. CHO J. H. KIM J. G. HAN K. K. HONG T. H. KIM	Korea
Study on mechanics of hydrostatic excess pore water pressure througth consolidation by vertical drains using isochrones	M. V. SHAH A. V. SHROFF	India
Modified design methods for flexible airfield pavement using geosynthetic reinforcements	N. N. CHAUDHURY S. DUTTA J. N. MANDAL	India
Non woven geotextiles. Relevant parameters. Is the mass per square meter important?	J. AGUILAR	Spain
Construction of a large embankment using tunnel excavation residual material in Sigirino (Lugano-Switzerland)	M. BAU C. FERRACUTI M. SCOTTO S.STEFANINI	Switzerland Italy Italy Italy
The use of ligth weigth fill material and geogrids for the construction of a reinforced soil retaining structure over soft alluvion foundation soil in Wales, UK	M. DALWADI	United Kingdom
Behavior of geogrid reinforced segmental block walls under earthquake loads	B. GULER D. ALEXIEW E. BASBUG	Turkey Germany Turkey
Interpretation of geogrids reinforcement effects on soil retaing slopes	H. Y. JEON	Korea
Determination of required tensile strength of geosynthetic reinforcements by strain behavior analysis	K. Y. LEE C. W. HSIEH H. Y. JEON	Korea Taiwan Korea
Evaluation of long-term performance analysis of geosynthetics through interpretation by accelerated test results	H. Y. JEON	Korea
Pullout response of geotextile reinforcement at different matric suctions	K. HATAMI D. ESMALI J. GRANADOS G. MILER	USA
A new focus of geosynthetics QAC based in ISO-EN 17020: the site as inspected item	G. BERNAL A. GARCÍA DE CORTÁZAR M. GÓMEZ A. ZULUETA	Spain
Numerical and experimental evaluation of soilbag system under vertical loading	A. HADDAD M. BAHREHDAR	Iran
Panel faced geogrid walls on highway projects in India	S. NAIK	India
Challenges faced by developing countries in the marketing of geotextile	A. AFTAB	Pakistan
Design and construction of high bermless geogrid walls in a problematic mountainous seismic region in Bulgaria	D. ALEXIEW H. HANGEN	Germany
Twenty years monitoring the Barranco de Benijos basin waterproofing works	M. BLANCO E. AGUIAR G. RICO L. PARGADA J. SORIANO A. LEIRO T. VARA A. M. NOVAL	Spain
Design and application of an innovative remediation technique against toxic metals contamined soil in urban areas	A. KOLLIOS V. ZOTIADIS	Greece
High compressive strength drainage geocomposites	J. CASTELO J. GUTIÉRREZ	Spain
Performance analysis of a geosynthetics reinforced piled raft foundation with finite element method	A. YALCIN M. INCECIK	Turkey
Geosynthetic solutions at Northumberlandia: the largest human form sculpted intothe lanscape	M. GUERRA	United Kingdom
Research of the clay soil reinforced bases work	V. KLEVEKO	Russia
Paved runways as basis for hazard analysis shown on the project aisport Berlin Brandeburg International	W. EWERT R. WERNER	Germany
The certainty of total watertightness	A. FIGUEROA A. MORENO	Spain
Hazardous waste landfill in Son Reus (Mallorca): Design and construction	J. ALONSO J. MORENO	Spain
Reinforced flexible pavement layer coefficients determined by mechanistic-empirical modeling	S. PERKINS B. CHRISTOPHER J. KLOMPMAKER	USA USA Germany
Measuring deformations of a raft foundation on a 10 m tall reinforced retaining wall	P. G. van DUIJNEN T. LINTHOF C.A-S.M. BROK	The Netherlands
Numerical modelling of bearing capacity of strip foundation on geogrid reinforced soil	A. MAHBOUBI M. H. KEYGHOBADI	Iran
Applicability of tubular drainage geocomposites as part of the lechate collection layer with respect to biological clogging	E. BLOND S. FOURMONT C. BLOQUET	Canada France France
Application and monitoring of a complex soil reinforced structure next to fault zone	S. WU S. CHANG K. WU J. CHANG Y. CHANG	Taiwan
Boreholes interpolation by using back propagation neural networks	S. H. RAZAVI S. ALOODARI B, FARSHADBAKHT Y. ALAEDIN	Iran
Design aspects for geotextile encapsulated structures in coastal engineering	A. BEZUIJEN P. van STEEG E. VASTENBURG	The Netherlands
Influence of geosynthetic reinforcement on maximun pavement settlements	K. KAZIMIEROWICZ-FRANKOWSKA	Polonia
Systematic approaches for steep slopes and reinforced walls in traffic route engineering using geosynthetic reinforcement	S. SCHWERDT C. PSIORZ	Germany
Load distribution in a piled embankment, results of 3D model experiments, a field test and numerical analysis	S. J. M. van EEKELEN A. BEZUIJEN	The Netherlands
Influence on the stress cracking of the polymer used in the transformation of the geomembranes	C. LÓPEZ	Spain
Waterproofing of the Technology Centre in Cantabria. Santander Group. Data processing centre.	D. ESPLIEGO	Spain
The add-on value of the polyolefin coating attached on multi-component geosynthetic clay liners	K. von MAUBEUGE C. BOLEY A. STIMM	Germany
Comparative study of hydraulic behaviour of geosynthetic clay liners exhumed from a landfill cover and from a dam after several years of service	C. BARRAL N. TOUZE-FOLTZ D. CROISSANT E. LOHEAS	France
Response of geosynthetic embedded in asphalt pavements to monotonic and cyclic loadinfg to failure	S. VISMARA A.A.A. MOLENAAR F. FIORI M. POOR	Italy The Netherlands Italy The Netherlands
Reinforced retaining structures on road II/520 Stara Bystrica-Oravska Lesna in Slovak Republic	R. BASLIK L. BACA	Eslovaquia
EPS-Geofoam lightweight embankments for the crossover of the N207 over the railway	M. DUSKOV E. NIJHUIS	The Netherlands
Where others are insufficient	O. ANSA F. GONZÁLEZ V.	Spain
Applications of volumetric geocomposites for erosion control	O. ANSA J. CASTELO	Spain
Reinforcement of a submerged breakwater in Alexandria, Egypt	P. NAUGHTON C. FERRACUTI M. SCOTTO M. MIGNANI	Irlanda Italy Italy Italy
Landfill design criteria based on the spanish codes	J. ESTAIRE	Spain
Effectiveness of a geosynthetic as a reflective cracking element, according to its type and binder	D. ZAMORA M. CALZADA D. CASTRO A. VEGA	Chile Spain Spain Spain
Study of damage of a high reinforced fil structure	V. HERLE D. LESCHINSKI	Czech Republic USA
Nature of friction between geogrids and soil	M. MULABDIC K. MINAZEK	Croatia
Monitoring of longe-term performance of early EPS geofoam fills in Norway	L. M. B. ANDERSON J. A. TJERNSBEKK T. A. STANG K. M. LINDQVIST G. REFSDAL J. VASLESTAD R. AABOE	Norway
Long-term performance of instrumented geosynthetic reinforced steep slopes in Norway	J. VASLESTAD M. SAYD T. DAMTEW T. H. JOHANSEN	Norway
Geocomposite drainage applications for RCC armored earthern dams	A. T. ÖZER L. G. BROMWELL	Turkey USA
Experimental investigation of failure mechanism of expanded polystyrene block geofoam slope syztem under seepage	O. AKAY A. T. ÖZER G. A . FOX	Turkey Turkey USA
The design and construction of a 40 M high tiered reinforced soil wall in mountainous terrain in Salalah, Sultanate of Oman	A. GARRARD D. CHAYCHUCK	Malaysia
Advantages of using drainage geocomposites in the waterproofing works in landfills and basins	J. RAMÍREZ	Spain
Geosynthetic coverings for riverbed refurbishment. Channelising the Arroyo Culebro. Madrid	F. J. GONZÁLEZ R. PRIETO J. MONTERO	Spain
Application of geosynthetics in hydrological and environmental adaptation operations	J. PICAZO R. PRIETO J. MONTERO	Spain
Practical application of differwent solutions for KBE syztems- A major project in Romania	A. HEROLD	Germany
Large scale test for geosynthetic	J. HEISLER J. GRUBER N. WAGNER A. HEROLD	Germany
Proposal for a discussion/brainstorming session on "a protocol for determining the remaining lifetime ina a exposed HDPE geomembrane"	I. PEGGS C. TARNOWSKI	USA
New electrically conductive geosynthetics in support of post installation liner integrity surveys. Large scale commercial performance	B. RAMSEY	USA
Settlement of a polymer reinforced soil wall	H. ÖZCELIK	Turkey
Raising of a dam crest by using polymer reinforced soil walls	H. ÖZCELIK R. KISACIK	Turkey
Factors affecting internal erosion of gesosynthetic clay liners tested over perforated base pedestals	H. O. OZHAN E. GULER	Turkey
Problems associated with the HDPE geomembranes when applied to slopes with intermediary berms. Pathologies observed in a specific case	J. J. FERRÁN C. FERRER M. PÉREZ M. REDÓN F. J. SÁNCHEZ J. B. TORREGROSA F. ZAPATA	Spain
Problems associated with structures that traverse the dam in basins that are waterproofed with geomembranes. Design Recommendations	J. J. FERRÁN C. FERRER M. PÉREZ M. REDÓN F. J. SÁNCHEZ J. B. TORREGROSA F. ZAPATA	Spain
Rigid waterproofing versus flexible waterproofing in basins and reservoirs	J. J. FERRÁN C. FERRER M. PÉREZ M. REDÓN F. J. SÁNCHEZ J. B. TORREGROSA F. ZAPATA	Spain
Application of a soil composite to create a stable layer on the slopes for the geomembrane, in a specific case	J. J. FERRÁN C. FERRER M. PÉREZ M. REDÓN F. J. SÁNCHEZ J. B. TORREGROSA F. ZAPATA	Spain
Damming mixture (concrete-loose material) waterproofed with a polypropylene geomembrane, in the municipality of Relleu (Alicante)	J. J. FERRÁN C. FERRER M. PÉREZ M. REDÓN F. J. SÁNCHEZ J. B. TORREGROSA F. ZAPATA	Spain
Performances of geosynthetic vlay liners with acidic permeants	F. MAZZIERI E. PASQUALINI	Italy
Experimental and numerical investigation of behavior of strip footing on single reinforce sand slopes	E. B. ALTALHE M. R. TAHA	Malaysia
Strength evaluation of fiber reinforced sand by triaxial testing	V. G. OFRIKHTER A. S. KUZNETSOVA	Russia
Monitoring of geomembrane lining systems with a fibre optics sensor-enabled geotextil	O. ARTIÈRES G. DORTLAND L- EXBRAYAT	France The Netherlands France
The use of wire mesh steel geogrids in South Africa	L. W. MOORE M. V. RICHTER A. GALLIE	South Africa
Comparasion of accelerated laboratory aging and treated soils aging on the properties of PTE geotextiles	L. van SCHOORS I. NOUR S. MOSCARDELLI D. LOZACH M. KHAY	France
Lateral response of buried bend restrained by reinforcement using geosynthetics	Y. MORI T. KAWABATA M. ARIYISHI	Japan
Serviceability limit state design in geogrid reinforced walls and slopes	I. SCOTLAND N. DIXON M. FORST G. HORGAN	United Kingdom
Composite soil reinforcement system for retention of very high and steep soil fills in challenging conditions- Acase study on Sikkim airport works	S. KUMAR A. GHARPURE	India
Concept of U-polder and sheetpile-polder: innovate civil geomembrane system in urban areas	R. GERRITSEN	The Netherlands
Sustainable remediation of a failing embankments slope using electrokinetic geosynthetics	J. LAMONT-BLACK	United Kingdom
Large scale biaxial compression testing of geogrid reinforced soil	F. JACOBS A. RUIKEN M. ZIEGLER	Germany
Uinformity of density of triaxial clay soil samples prepared by static compression	S. SAAD M. MIRZABABAEI M. MOHAMED M. MIRAFTAB	United Kingdom
Uinformity of density of triaxial clay soil samples prepared by static compression	S. SAAD M. MIRZABABAEI M. MOHAMED M. MIRAFTAB	United Kingdom
Development of a model for damage accumulation in woven geotextile	C. A. CARVALHO D. C. URASHIMA	Brazil
Resistance of polypropylene geotextile woven to acid and alkaline liquids	D. C. URASHIMA M. G. A. GUIMARAES T. L. C. VIDIGAL V. M. MENDONÇA C. A. CARVALHO	Brazil
Seam efficiency of polypropylene and polyester to acid and alkaline liquids	D. C. URASHIMA M. G. A. GUIMARAES	Brazil
Basalt fibres for geogrids and nonwoven geotextiles	Z. BRONSTEIN J. MÜLLER-ROCHHOLZ H. KROTH	Germany
Geomembrane installation-feedback from a leak detection service provider	V. HRUBY S. D. BARRIE	Slovakia United Kingdom
Study of landfills using GCL for PCB ccontaminated sediments	H. CHAHAL C. POTHIER J. DJERAN-MAIGRE	France
German IVG recommendation- Barrier of trade or improvement of quality by voluntary 3RD party survey	V. WESSELMANN-HINZ J. MÜLLER-ROCHHOLZ Z. BRONSTEIN	Germany
Monitoring of geogrid reinforced slopes strain measurement device and calibration	C. STAUBERMANN J. MÜLLER-ROCHHOLZ T. BOONK	Germany
Effect of soil type on interfacial parameters of soil-geosynthetic system	A. MURALI KRISHNA A. CHOUDAARY	India
Study of degradation of poly(vinyl chloride) geomembrane cover systems biodigester	P. YOSHIMURA D. VIDAL	Brazil
Semi-automatic mobile system for detecting defects in landfill liners: Tests in a pilot plant at LNEC campus	M. BARROSO R. MOTA M. G. LOPES P. MATUTINO R. DORES F. SILVA	Portugal
Large floating covers on 4 brine ponds in Viriat (France)	D. FAYOUX D. RENNAUD J. SAINTOT N. de WALQUE	France France France Spain
Fault tolerant design of geocomposite drainage layers- Investigation of the impact of inhomogeneities in drainage composites on flow	D. YOUNG	United Kingdom
Testings the limits- Experiences of testing high performance geocomposites- Standard constraints	D. YOUNG H. ASWAT	United Kingdom
Long-term durability assessment: Evaluation exposed HDPE geomembrane performance after 17 years in service ina a water reservoir in Spain	S. BALDAUF C. TARNOWSKI B. WEISS	Germany
Ageing of geotextiles in drainage systems- Experimental site of Roissard (Isère, France)	G. VEYLON M. BARTHE Y. H. FAURE P. MERIAUX A. BERNARD R. GALLO	France
The effect of shear displacement rate on the GCL/GM interface	J. CAÑIZAL A. B. MARTÍNEZ P, LAPEÑA A. DA COSTA J. CASTRO C. SAGASETA	Spain
3D numeral analysis of bearing capacity of shallow foundations on geogrid reinforced soil	A. MAHBOUBI M. H. KEYGHOBADI	Iran
Challanges and innovations in biplanar drainage geocomposite development in North America	M. LI C. TARNOWSKI S. BALDAUF	Germany
Wind farm access roads- Two decades of floating roads	C. HALL M. HORTON J. BELTON	United Kingdom
Ageing of geotextiles in marine environments	J. R. CARNEIRO L. M. MORAIS M. L. LOPES	Portugal
Mechanical behaviour of non-woven geotextiles after laboratorial simulation of the installation process	J. R. CARNEIRO L. M. MORAIS M. L. LOPES	Portugal
Prefabricated vertical drain to improve the soft soil	A. B. MARTÍNEZ F. SCHMIDT	Spain
Static and dynamic waste characterization	F. CASTELLI V. LENTINI M. MAUGERI	Italy
Techniques for evaluation of the geotextiles biological clogging in experimental cells	D. VIDAL C. C. CARNEIRO E. KAWACHI	Brazil
Geocomposite domestic produced for crack reflexion vs other products with different polimeric composition.	H. L. DELBONO L. A. RICCI E. FENSEL H. BOTASSO	Argentina
Use of geosynthetic materials for a municipal solid waste landfill on a slope area. Case study	S. MANEA V. FEODOROV E. OLINIC	Romania
Developments in piled embankments in The Netherlands. Field studies and laboratory tests	S. J. M. van EEKELEN A. BEZUIJEN	The Netherlands
Modelling of behavior of solid waste landfills during earthquake	A. EDINÇLILER	Turkey
Comparision of the long-term behaviour between yarns and geosynthetic products for reinforcement	C. STAUBERMANN J. MÜLLER-ROCHHOLZ G. HOFMANS D. JANSE	Germany
Numerical modelling of seismic behavior of geogrid reinforced walls	A. EDINÇLILER G. BAYKAL	Turkey
Interface shear stength testing of composite liner systems under ultra-high normal stresses	C. ATHANASSOPOULOS P. J. FOX S. THIELMAN	USA
The effect of different reinforcement type to settlement of a strip footing model	E. CICEK E. GULER T. YETIMOGLU	Turkey
Sustainable concrete panel walls- Current development on interaction of earthworks. Reinforcement and Facing	L. VOLLMERT C. NIEHUES D. PACHOMOW A. HEROLD H. VERSTRAATEN	Germany
Comparative analysis of calculation process for piled embankments with basal reinforcement	A. HEROLD R. KÖRLIN L. VOLLMERT	Germany
A closed-form solution for encased stone columns	J. CASTRO C. SAGASETA A. DA COSTA J. CAÑIZAL	Spain
A comparision of compression creep behavior of different geonet structures	D. NAREJO S. ALLEN	USA
Geogrid reinforced cohesive soils with additive improvement	S. ALTHPFF H. KLAPPERICH N. TAMÁSKOVICS	Germany
Case studies: Geogrid reinforced block walls in waterfront projects under special boundary conditions	O. DETERT S. SCHMIDT	Germany
Case studies: Geogrid reinforced block walls in waterfront projects under special boundary conditions	O. DETERT S. SCHMIDT	Germany
Designing with marginal fills: Current understanding and practice	J. RAJA N. DIXON M. FROST I. FRASER G. FOWMES	United Kingdom
Microscopical study of high tenacity, geosynthetic, polyester fibres PET for morphological damage resulting from installation procedures	A. CRUMBIE G. AURAY B. DUPUIS P. GARCIN	France
Gabions- A challenging facing of geogrid reinforced earth structures	J. RETZLAFF G. WEGHARZY	Germany
Characterisation of soil-geosynthetic friction parameters for the stabilization of a thin soil layer on slopes	G. AURAY P. GARCIN P. DELMAS	France
Study on reinforced fly ash steep slopes	S. ADHANA B. RAM RATHAN LAL J. N. MANDAL	India
Hydraulic performance of a landfill cap case study	K. A. ZAMARA N. DIXON G. FOWMES R. D. R. V. JONES B. ZHANG G. DONALD	United Kingdom
Light weight, thin film, flexible photovoltaic attachment solution for geomembranes	A. FILSHILL J. TOMLINSON	USA
The Geosinthetics under the norms of safety in dams	P. GARCIA CEREZO	Spain
Effects of damage during installation in geocomposites' mechanical and hydraulic behavior: laboratory study	A. ROSETE M. PINHO-LOPES M. L. LOPES	Portugal
The project stabilization of the bridge piers	E. FEDORENKO	Russia
The new german filtration criteria for geosynthetics in landfill construction	F. SAATHOFF S. CANTRÉ W. MÜLLER	Germany
Drainage geonet composites and performance assessment	A. ZHAO E. BLOND P. RECALCATI	USA Canada Italy
Confined tensile features of geogrids in sand	J. DING G. DONG S. CEN	China
Accelerated weathering tests on geotextiles: swiss norm compared to the european norm and to field tests	F. NYFFENEGGER A. CARRERA N. IMHOF L. SCHNEIDER M. STOLZ	Switzerland
Excavating of geosynthetic clay liners under railways	J. OLSCHEWSKI F. SAATHOF T. WEBER	Germany
Improvement of the inclinated plane device to assess the friction properties at geosynthetics interfaces	G.STOLTZ R. GALLO D. POULAIN N. TOUZE-FOLTZ	France
Stabilitation of clayey soils uding propylene and polymer fibers	A. SENOL E. ETMINAN G. CEVIKBILEN H. YILDIRIM	Turkey
Modelling the anisotropy of fibre renforced granular soils	A. DIAMBRA E. IBRAIM D. MUIR WOOD	United Kingdom
Seismic stability of damaged geogrid reinfirced soil wzalls with residual strength of backfill soil	H. G. NGUYEN J. KUWANO	Vietnam Japan
Analysis of geogrid-soil interaction using a transparent granular soil	F. EZZEIN R. BATHURST	Canada
Unsaturated hydraulic properties of non-woven geoetextile based on a modified capillary test	H. DANANJAYA N. YASUFUKU L. HANDOKO H. OCHIHAI	Japan
The use of water-based super absorbent polymers as an active component in water barriers	M. AERTS C. LYONS N. ANATOBI	United Kingdom
Recent development in the field of geosynthetic clay liners	G. di EMIDIO W. F. van IMPE F. MAZZIERI R. D. VERASTEGUI FLORES	Belgium Belgium Italy Belgium
Geotextile at Cape López, Gabón, West Africa. Feedback from a shore-parallel protection	B. CORNIC P.COLLET B. LATTEUX	France
Coast protection with Geosinthetics	E. GÓMEZ I. DIEGO J. SANTALLA	Spain
Reinforced geocomposite for asphalt. Durability and adhesion test	J. SANTALLA M. RODRÍGUEZ P. AMO	Spain
Encapsulated columns, technical solution for foundations in lineal job sites	P. AMO J. SANTALLA I. DIEGO	Spain
Geosinthetics as concrete reinforcements for canals restorations and shore protection	P. AMO J. SANTALLA E. GÓMEZ	Spain
Geosinthetics as concrete reinforcements for canals restorations and shore protection	P. AMO J. SANTALLA E. GÓMEZ	Spain
Provisional platform reinforcement for pilot walls in Flix reservoir in Tarragona	P. AMO I. DIEGO J. SANTALLA	Spain
Centrifuge model tests on the connecting forn between composite geomembrane of cofferdam and cutoff wall	B. LI Y. CHENG Z. CHENG	China
Challenges faced by developing countries like Pakistan in marketing of geotextile	A. AFTAB	Pakistan
Shear test on interface behaviour between geogrid and soil	J. ZHANG W. ZOU Y. F. ZHUANG X. WANG J. WEN	China
Shear strength mobilisation with absolute deformation and the relative deformation. Tetst comparision on large and small shear boxes	A. M. BAICU R. I. CHIRICA L. TALOS	Romania
A new method for stability calculations based on the stress strain curves	A. M. BAICU A. CHIRICA	Romania
Terraplenes de carreteras mejorados con columnas conformadas por la inyección de resinas de poliurteano con alto poder de expansión	J. R. SÁNCHEZ I. ARRIETA A. PASQUETTO	Spain Spain Italy
Permeable reactive barriers for remediation of organic nonaqueous phase liquids	J. OLSTA J. BRYK	USA Poland
Case study of defect locattions in a geomembrane in a landfill cell located in Melbourne.	K. BOGODA A. BOUAZZA	Australia
Effect of fill ratio and type of geotextile on the hydraulic stability of geotextile sand containers in coastal engineering	D. DASSANAYAKE H. OUMERAVI	Germany
Interface frictional properties of geosynthetics in landfill cover systems trough the inclined plane test	L. CARBONE J. P. GOURC N. MORACCI L. BRIANÇON	Italy France Italy France
Geosynthetic over bridging and monitoring systems in area endangered by sinkholes and mining subsidence of the highway A1 in Poland	K. KLOSEK J. SOBOLEWSKI L. BEDNARSKY A. MILKOWSKI J. AJDUKIEWICZ	Germany Poland Poland Poland Poland
A2 Highway embankment in Poland founded on geotextile encased columns (GEC)- Case history report with monitoring data	M. RAIHTEL V. KÜSTER J. SOBOLEWSKI G. FRIEDL	Germany
The use of geosynthetics in the australian oil and gas industry	L.du PREEZ	Australia
Experiences in the use of clay geosynthetic barriers for waterproofing of sites with high conductivity water	P. ABAD I. GAYO S. LLORENTE	Spain
Study of the properties of bentonites from Spain for its use in clay geosynthetic barriers for waterproofing	A. LEIRO S. LLORENTE B. MATEO H. GARCÍA	Spain
Design method for geogrid reinforcement of road bases	P. RIMOLDI M. SCOTTO	Italy
Residual tensile strength of geosynthetics submitted to confined-accelerated creep tests	F. FRANCA B. BUENO J. ZORNBERG	Brazil Brazil USA
Development of a new type reinforced soil wall	T. HARA S. TSUJI M. YOSHIDA S. ITO K. SAWADA	Japan
A comparision of the creep testing of HDPE geogrid by stepped isothermal methods and conventional methods	H. KOO N.E. WRIGLEY N. W. CHO H. ZHENG	Korea United Kingdom Korea China
Application of a ballasted geocomposite filter for the stabilisation of the seabed in the Venice Lagoon	D. CAZZUFFI V. MAINIERI	Italy
Experimental and analysis study on bearing capacity of surface ground improved by a lattice-frame-reinforced sheet	T. OBARA Y. KITAMOTO T. YOSHIDA M. OKAMOTO S. OHNO	Japan
Study of the exchange capacity of bentonites used in clay geosynthetic barriers	A. LEIRO B. MATEO H. GARCÍA M. BLANCO S. LLORENTE	Spain
Development of EKG and its application in expansive soil remediation	Y. ZHUANG X. WANG F. LIU Y. HUANG W. ZOU X. WANG	China
Justification and design of geosynthetical sheets reinfiorced inclined soil retaining wall-French standard	E. HAZA-ROZIER	France
Study on influence factors of HDPE geogrid creep property	J. H. DING W. ZHOU J. TONG J. ZHANG	China
Underwater installation of erosion control systems for waterfront and coastal structures	K. WERTH J. PRIES B. LENZE	Germany
Numerical tool for design of granular and geotextile filters	R. SOUSA M. PINHO-LOPES	Portugal
Design and construction of 18m two-tier geosynthetic reinforced soil walls	S. BISWAS A. ADHIKARI B. T. SWAROOP	India
Influence of foundation comprenssibility on reinforcement loads in geosynthetic reinforced soil walls	R. J. BATHURST I. P. DAMIANS F. EZZEIN A. JOSA A. LLORET	Canada Spain Canada Spain Spain
Numerical sensitivity analysis of influence of facing stiffness on rein fiorcement loads in geosynthetic reinforced soil walls	I. P. DAMIANS R. J. BATHURST A. JOSA A. LLORET	Spain
Mechanical behavior of polyethilene/clay nanocomposites	S. YEOM S. CHENG C. LI Y. HSUAN	USA
Laboratory investigation on self-healing capacity of geosynthetic clay liners	H. XIAO X. LI J. HE X. KONG	China
Large scale test for geosynthetic reinforced and encased columns	J. HEISLER J. GRUBER N. WAGNER A. HEROLD	Germany Austria Germany Germany
Avalanche under control- 27 m high geosynthetics reinforced barrier protects KAPPL	J. HENZINGER M. POSCH J. GRUBER	Austria
Analysis of geotextile tube using discrete membrane elements method	T. W. YEE	Malaysia
Green environmental solutions with geotextile tubes	E. ZENGERINK R. J. M. WORTELBOER T. W. YEE	The Netherlands The Netherlands Malaysia
Geosynthetics use in renewable energy development	S. GALE M. KURTZ D. JANE F. CHUCK	USA
Response of geosynthetic embedded in asphalt pavements to monotonic and cyclic loading to failure.	S. VISMARA A. A. A. MOLENAAR F. FIORI M. POOT	Italy The Netherlands Italy The Netherlands
Continuous geomembranes application in situ	H. HERAULT J. M. BIOSCA B. FRANCÉS A. CASABUENA E. FAGES	Spain
Finnish national design guidelines for georeinforcements following eurocode-"Georeinforced earth structures 2012" by Finnish Transport Agency	K. KOIVISTO J. FORSMAN L. KORKIALA-TANTTU P. SALO T. PERTTULA	Finland
Pullout test study of geogrid and excavated bebris	F. Y. TAN X. WANG B. HU L. ZHAO	China
Performance of geotextile reinforced soil wall i insaturated poorly draining soil backfill conditions	F. PORTELINHA B. BUENO J. ZORNBERG	Brazil Brazil USA
Effect of biological clogging in design parameters of geotextiles filters exposed in landfill and ethanol waste liquids	F. PORTELINHA N. CORREIA C. A. VALENTIN	Brazil
Demand and organisation of quality assurance education for landfill liner systems	A. RAVASKA	Finland
Geomembrane effectiveness for protection of geofoam from degradation due to volatile organic compounds	J. NORBERG G. KOLBASUK	USA
Thermally active geosynthetic-reinforced systems	M. STEWART J. McCARTNEY	USA
Seam strength of high density polyethyleene and poly vinyl chloride geomembranes after chemical exposure	P. C. LODI O. M. VILAR C. A. VALENTIN	Brazil
Leachate collection system design	R. WALLACE	USA
Capiphon™ groundwater reharge system a new, cos effective alternative to common groundwater extraction recherche technologies	G. FENN M. HU	Australia Taiwan
An innovative system for the evaluation of mechanical and thermal fields into asphalt concrete layers	M. BACCHI F. FIORI	Italy
Geosynthetic solution for embankment on soft soil	S. VYASS S. D. AGRAVAL	India
Concrete dams lining	G. GARCÍA HERNÁNDEZ P. GARCIA CEREZO	Spain
Remediation of calcium sulphite dams: a geosynthetic solution	P. LEGG	South Africa
Evaluation of stress-strain relation of geocells by radial load tests	A. EMERSLEBEN N. MEYER	Germany
Improvement of the subsoil- Hotel Park, Ohrid, Republic of Macedonia	L. J. DIMITRIEVSKI D.ILIEVSKI D. DIMITRIEVSKI B. BOGOEVSKI A. STRASESKI	Macedonia
Impact of elevated temperature on stability of landfills with geomembrane-granular soil interfaces	T. KARADEMIR J. D. FROST	USA
Centrifuge modeling of geotextile tube filled with cement mixed soil	C. Y. TAN S. H. CHEW	Singapur
Requirements and in-soil calibration for a new generation of sensitive geogrids using fiber optical components	L. VOLLMERT R. GLÖTZL H. EHRENBERG N. NÖTHER U. WEISEMANN S. GROSSMANN R. OEHMICHEN	Germany
Factors affecting the design and performance of slender reinforced walls	R. BERARDI G. P. PINZANI	Italy
Liquefaction near/under rubble mound breakwater under waves	S. COGCOR B. TEYMUR V. OZTUG	Turkey
Replacing inner layer of rubble mound breakwater with geogrid reinforced fill	S. COGCOR B. TEYMUR V. OZTUG	Turkey
Usability of geogrid reinforced fill at inner layer of the rubble-mound breakwater	S. COGCOR B. TEYMUR V. OZTUG	Turkey
Geotextile application near/under rubble mound breakwater under waves aginst	S. COGCOR B. TEYMUR V. OZTUG	Turkey
Mechanical behavior and a soil-geosynthetic interface of a biaxial woven polyester geogrid	M. PAULA M. PINHO-LOPES M. L. LOPES	Portugal
Concepts to consider regarding the use of mat structures anchored with geotextile pipes	P. de MELLO N. P. BARBOSA M. RICCIO	Brazil
Interplay between geotextiles and soil properties and its importance in selecting operation	R. CHIRICA L. TALOS	Romania
Using aerobic augmentation to promote biomass growth on geotextiles to improve wastewater treatment in septic systems	R. MARINO J. MARTIN	USA
Performance analysis of a geosynthetics-reinforced piled raft foundation with finite elementt method	A. Y. DAYIOGLU M. INCECIK	Turkey
Modelling of steep geotextile reinforced slopes in a geotechnical centrifuge	P. AKLIK W. WU	Austria
Effect of geosynthetic reinforcements on mitigation of envirfonmentally induced cracks in pavements	J. ZORNBERG G. H. ROODI J. FERREIRA	USA
Pullout evaluation of geogrid-reinforced specimens of dredged material, steel slag fines and their blends	J. ZORNBERG D. G. GRUBB W. LIEW J. R. KONDO S. HUTCHERSON	USA
Drainage composite subtitution without uninstalling the geomembrane and the geotextile in Bediesta water pond. Canary Island.	C. SOLER M. HERNÁNDEZ M. GRACIA	Spain
In plane strains in geomembranes with landfill steepwall lining systems. Review and extension	I. GRIFFITHS E. M. GALLAGHER A. MAR	United Kingdom
Underwater installation Astha project	P. McGOLDRICK	-
Long term performance of GCL on Jacusevac landfill	D. BARAC	-
Project Pluto in Germany	G. DIETRICH	Germany
High strength geotextile for improvment soil characteristics	L. DIMITRIEVSKI K. KADIRI	Macedonia Kosovo
Stabilizationof roas landslide al "Bec" location un Gjakova	V. SHATRI Q. KADIRI L. BOZO B. SHATRI B. SHEFKIU	Kosovo Kosovo Albania Kosovo Kosovo
Geomechanical analysis for the new stabilization 400/110 kV Ferizaj 2 in Kosova	Q. KADIRI B. DRINI	Kosovo
Comparision of desiccation cracking patterns between air and oven-dried GCL specimens	A. TAKE	Canada
Use of geosynthetics for coastal protection in artic areas	J. FINSETH	Norway
The influence of subsoil reaction on the geosynthetic reinforcement in piled embankments	H. J. LODDER	The Netherlands
Evaluation of allowable leakage rates measured from liquid impoundment liner systems and landfill disposal sites in South Africa	I. NYIRENDA P. ADDIS	South Africa Canada
Comparison of an analytical and an experimental approach to describe earth pressure on the facing of a geosynthetic reinforced noise protection wall	S. MESHKINGHALAM	Germany