Eurogeo

Capítulo Español de la IGS

Secretaría científica
Lista preliminar de resúmenes

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	Alemania
Preparation of seismotectonic map in Qazvin province	M. MOHARRAMPOUR M. JAHANGIRBAKHT M. KATUZI	Irán
Analysis of geotextile tube using discrete membrane elements method	T. W.YEE	Malasia
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	España USA España España España España España España
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	Alemania
Numerical analysis of the setlement of bridge abutments	H. TAHERKHANI H. MAHIN ROOSTA S. ZAFARI	Irán
Finite element analysis of a flexible pavement reinforced by geosynthetics	H. TAHERKHANI S. RANJBAR	Irán
Reinforcement of highway enbankment of soft soils using geotextile	H. TAHERKHANI M. RAHMANI	Irán
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	España Francia España España España España España España
Green environmental solutions with geotextile tubes	E. ZANGENRINK R, J. M. WORTERLBOER T. W. YEE A. PONOMARYOV	Holanda Holanda Malasia Rusia
Technique of reinforced soil base calculation under initiation in ground mass	D. ZOLOTOZUBOV	Rusia
Testing of in situ aged geosynthetic barriers of existing road tunnel sealing systems	I. KAUNDINYA	Alemania
The influence of reinforcement geometry and soil types on the interface behaviour in pullout condition	G. CARDILE L. CALVARANO N. MORACI P. RECALCATI	Italia
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	España
Abstract on a platform combining geomembrane and asphalt concrete layer	J. LÁZARO	España
Hydrolisis predicting tool for polyester soil reinforcements	L. NAIT-ALI N. FRIETAG R. LOZANO	Francia
Electrokinetic geosynthetic dewatering of nuclear contaminated waste	C. JONES J. LAMONT-BLACK S. GRENDINNING	Reino Unido
An investigation of the arching mechanism in a geotechnical centrifuge	D. LALLY P. NAUGHTON	Irlanda
Laboratory investigation on construction method of geogrid encased stone column	D. LEE C. YOO	Corea
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	Brasil
Loading test for reinforced soil retaining wall used cement-mixing soil with long geo-fiber	K. KOJIMA M. TATEYAMA H. TANIGUCHI T. TAKAHASHI	Japón
FEM modeling of pullout tests performed on reinforced soils	M. MASSIMINO G. ABATE G. CARDILE M. MAUGEN	Italia
2D finite element stability analysis of a reinforced piled embankment	K. JENNINGS P. NAUGHTON	Irlanda
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	Italia
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	España
Geogrid installation damage	D. ATMATZIDIS I. PENTAZOPOULOS	Grecia
Test field for monitoring geocomposite reinforcement behaviour in a crane working platform at a wind farm	L. BATALI J. KLOMPMAKER N. BUTNARCIUC	Rumanía Alemania Rumanía
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	Tailandia
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	Alemania
The influence of geosynthetics color on the UV resistance performance under natural and lab test conditions	H. EHRENBERG C. RECKER	Alemania
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	Alemania
The confinement effect of different geogrids: 4 the development of an index test	N. WRIGLEY H. ZHENG	Reino Unido 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	Alemania Francia
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	Luxemburgo Francia
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	Alemania Inglaterra
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	Alemania
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	Inglaterra Alemania
HDPE Polimeric geosynthetic barriers in water ponds.	M. BLANCO E. AGUIAR F. CASTILLO J. SORIANO F. GARCÍA R. NORNIELLA P. GARCÍA CEREZO B. MATEO	España
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	República Checa
Geosynthetics anchorage: experimental studies	S. LAJEVARDI L. BRIANCON D. DIAS	Francia
Behaviour geogrid encased stone column method using field test	D. LEE C. YOO	Corea
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	Alemania
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	Holanda
Does a piled embankment "feel" te passage of a heavy truck? High frequency field measurements	S. J. M. van EEKELEN	Holanda
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	Holanda
Is 1+1=2? Results of a 3D model experiments	S. J. M. van EEKELEN A. BEZUIJEN	Holanda
Basal reinforcement over soft soil using high strength bonded geogrid at agriport Maydon Wharf	E. ZANNONI M. RICHTER T. FREEMAN	Sudáfrica
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	Japón
The impact of swelling behaviour of bentonite on its shear strength	D. DOMITROVIC B. KOVACEVIC ZELIC H. STRGAR	Croacia
Soil-geotextile composites mechanical behaviour and interface resistance	I. MARKOU D. NOVIDIS S. PANTAZOPOULOU	Grecia
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	Japón
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	Rusia
Ends and meansin the specification of geosynthetics	J. THOMAS	India
Piled embankment in The Netherlands	A. E. C. van der STOEL J. K. HAASNOOT	Holanda
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	Reino Unido
Application of geomembrane tubes as flood barrier: concept and applicability	V. THAKUR A. WATN	Noruega
Behaviour antioxidants in the HDPE geomembranes used in municipal solid waste landfills	C. PONS F. FARCAS H. MKADEMI E. RICHAUD B. FAYOLLE	Francia
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	España
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	Sudáfrica
Finie element study on the effect of geogrid reinforcement on the performanxce of GRS abutment supporting bridge	H. RAZEGHI J. MAMAGHANIAN S. M. RAHMANINEZHAD	Irán
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	España
Linning low density polyethylene structured. Adventages	J. M. MUÑOZ	España
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	España
State of strain analysis on reinforced sandy ground with use particle image velocimetry	G. G. BOLDYREV A. V. MELNIKOV	Rusia
Safety norms in water ponds	S. GARCIA-WOLFRUM J. MARTÍN	España
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	Francia Francia Francia Brasil Francia Francia
R+D+I contribution about use of geosynthetics in water ponds	M. A. CRESPO M. PÉREZ M. REDÓN F. J. SÁNCHEZ B. SORIANO	España
The use of innovative technology through the use of geosynthetics to improve the Petermaritzburg Airport runway	E. ZANNONI K. SINGH D. GOVENDER	Sudáfrica
A new procedure for measuring geosynthetic friction with an inclined plane	L. BRIANÇON J. P. GOURC D. POULAIN	Francia
Colloidal and hydraulic performance of new generation geosynthetic clay liner in contact with Diesel oil	D. TONCELLI N. MAROZZI F. MAZZIERI S. BARAVALLE	Italia
Variation in test results between laboratories from different parts of the world	R. DIEDERICH A. L. BACKERS CH. RECKER H. L. MOE	Luxemburgo Luxemburgo Noruega Noruega
High strength geotextile used to reinforced embankments spanning voids above the high speed railway line near Sarrebourg (F)	A. NANCEY L. EXBRAYAT	Francia
EPDM geomembranes behavior used in water ponds	M. BLANCO A. AGUIAR F. CASTILLO F. GARCÍA T. VARA J. SORIANO G. ABAD A. M. NOVAL	España
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	Reino Unido
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	Francia
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 Reino Unido
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	Alemania Noruega Francia Noruega
Use of geosynthetics for technical safeguards in transport infrastructure for soil and groundwater protection	D. HEVER E. BRILE	Alemania
Accelerated pavement testing facility for the study of geosynthetic reinforced asphalt overlays	N. S. CORREIA B. S. BUENO J. ZORNBERG	Brasil Brasil USA
A soft engineering approach for the coastal defence of the new Durban Beachfront upgrade	M. PAUSELLI A. MATHER G. JAMES	Sudáfrica
Application of membrane foundation on soft soil	Y. PRONOZIN L. EPIFANTSEVA O. POROSHIN	Rusia
Experimental and theoretical researches on interaction between the membrane foundation as ground bed	Y. PRONOZIN A. GERBER O. POROSHIN L. EPIFANTSEVA	Rusia
Geotextile sand containers in coastal engineering- Factors affecting durability, degradation, mechanisms and lifetime prediction methods	T. WISNIEWSKI H. OUMERACI	Alemania
Visualization of soil behavior in an embankment on flexible piles by X-Ray CT method	T. ESKISAR J. OTANI J. HIRONAKA	Turquía Japón Japón
Use of Linning technologies in design and construction in drinking water reservoirs	F. GONZÁLEZ R. PRIETO J. MONTERO	España
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	Reino Unido
Numerical modeling of centrifuge tests on reinforced slopes	E. KAPOGIANNI J. LAUE M. SAKELLARIOU	Grecia Suiza Grecia
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	Reino Unido Reino Unido Alemania Francia
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	España
Geosynthetic strip with rounded band anchor	K. W. LEE S. D. CHO J. H. KIM J. G. HAN K. K. HONG T. H. KIM	Corea
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	España
Construction of a large embankment using tunnel excavation residual material in Sigirino (Lugano-Switzerland)	M. BAU C. FERRACUTI M. SCOTTO S.STEFANINI	Suiza Italia Italia Italia
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	Reino Unido
Behavior of geogrid reinforced segmental block walls under earthquake loads	B. GULER D. ALEXIEW E. BASBUG	Turquía Alemania Turquía
Interpretation of geogrids reinforcement effects on soil retaing slopes	H. Y. JEON	Corea
Determination of required tensile strength of geosynthetic reinforcements by strain behavior analysis	K. Y. LEE C. W. HSIEH H. Y. JEON	Corea Taiwan Corea
Evaluation of long-term performance analysis of geosynthetics through interpretation by accelerated test results	H. Y. JEON	Corea
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	España
Numerical and experimental evaluation of soilbag system under vertical loading	A. HADDAD M. BAHREHDAR	Irán
Panel faced geogrid walls on highway projects in India	S. NAIK	India
Challenges faced by developing countries in the marketing of geotextile	A. AFTAB	Pakistán
Design and construction of high bermless geogrid walls in a problematic mountainous seismic region in Bulgaria	D. ALEXIEW H. HANGEN	Alemania
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	España
Design and application of an innovative remediation technique against toxic metals contamined soil in urban areas	A. KOLLIOS V. ZOTIADIS	Grecia
High compressive strength drainage geocomposites	J. CASTELO J. GUTIÉRREZ	España
Performance analysis of a geosynthetics reinforced piled raft foundation with finite element method	A. YALCIN M. INCECIK	Turquía
Geosynthetic solutions at Northumberlandia: the largest human form sculpted intothe lanscape	M. GUERRA	Reino Unido
Research of the clay soil reinforced bases work	V. KLEVEKO	Rusia
Paved runways as basis for hazard analysis shown on the project aisport Berlin Brandeburg International	W. EWERT R. WERNER	Alemania
The certainty of total watertightness	A. FIGUEROA A. MORENO	España
Hazardous waste landfill in Son Reus (Mallorca): Design and construction	J. ALONSO J. MORENO	España
Reinforced flexible pavement layer coefficients determined by mechanistic-empirical modeling	S. PERKINS B. CHRISTOPHER J. KLOMPMAKER	USA USA Alemania
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	Holanda
Numerical modelling of bearing capacity of strip foundation on geogrid reinforced soil	A. MAHBOUBI M. H. KEYGHOBADI	Irán
Applicability of tubular drainage geocomposites as part of the lechate collection layer with respect to biological clogging	E. BLOND S. FOURMONT C. BLOQUET	Canadá Francia Francia
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	Irán
Design aspects for geotextile encapsulated structures in coastal engineering	A. BEZUIJEN P. van STEEG E. VASTENBURG	Holanda
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	Alemania
Load distribution in a piled embankment, results of 3D model experiments, a field test and numerical analysis	S. J. M. van EEKELEN A. BEZUIJEN	Holanda
Influence on the stress cracking of the polymer used in the transformation of the geomembranes	C. LÓPEZ	España
Waterproofing of the Technology Centre in Cantabria. Santander Group. Data processing centre.	D. ESPLIEGO	España
The add-on value of the polyolefin coating attached on multi-component geosynthetic clay liners	K. von MAUBEUGE C. BOLEY A. STIMM	Alemania
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	Francia
Response of geosynthetic embedded in asphalt pavements to monotonic and cyclic loadinfg to failure	S. VISMARA A.A.A. MOLENAAR F. FIORI M. POOR	Italia Holanda Italia Holanda
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	Holanda
Where others are insufficient	O. ANSA F. GONZÁLEZ V.	España
Applications of volumetric geocomposites for erosion control	O. ANSA J. CASTELO	España
Reinforcement of a submerged breakwater in Alexandria, Egypt	P. NAUGHTON C. FERRACUTI M. SCOTTO M. MIGNANI	Irlanda Italia Italia Italia
Landfill design criteria based on the spanish codes	J. ESTAIRE	España
Effectiveness of a geosynthetic as a reflective cracking element, according to its type and binder	D. ZAMORA M. CALZADA D. CASTRO A. VEGA	Chile España España España
Study of damage of a high reinforced fil structure	V. HERLE D. LESCHINSKI	República Checa USA
Nature of friction between geogrids and soil	M. MULABDIC K. MINAZEK	Croacia
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	Noruega
Long-term performance of instrumented geosynthetic reinforced steep slopes in Norway	J. VASLESTAD M. SAYD T. DAMTEW T. H. JOHANSEN	Noruega
Geocomposite drainage applications for RCC armored earthern dams	A. T. ÖZER L. G. BROMWELL	Turquía USA
Experimental investigation of failure mechanism of expanded polystyrene block geofoam slope syztem under seepage	O. AKAY A. T. ÖZER G. A . FOX	Turquía Turquía 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	Malasia
Advantages of using drainage geocomposites in the waterproofing works in landfills and basins	J. RAMÍREZ	España
Geosynthetic coverings for riverbed refurbishment. Channelising the Arroyo Culebro. Madrid	F. J. GONZÁLEZ R. PRIETO J. MONTERO	España
Application of geosynthetics in hydrological and environmental adaptation operations	J. PICAZO R. PRIETO J. MONTERO	España
Practical application of differwent solutions for KBE syztems- A major project in Romania	A. HEROLD	Alemania
Large scale test for geosynthetic	J. HEISLER J. GRUBER N. WAGNER A. HEROLD	Alemania
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	Turquía
Raising of a dam crest by using polymer reinforced soil walls	H. ÖZCELIK R. KISACIK	Turquía
Factors affecting internal erosion of gesosynthetic clay liners tested over perforated base pedestals	H. O. OZHAN E. GULER	Turquía
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	España
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	España
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	España
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	España
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	España
Performances of geosynthetic vlay liners with acidic permeants	F. MAZZIERI E. PASQUALINI	Italia
Experimental and numerical investigation of behavior of strip footing on single reinforce sand slopes	E. B. ALTALHE M. R. TAHA	Malasia
Strength evaluation of fiber reinforced sand by triaxial testing	V. G. OFRIKHTER A. S. KUZNETSOVA	Rusia
Monitoring of geomembrane lining systems with a fibre optics sensor-enabled geotextil	O. ARTIÈRES G. DORTLAND L- EXBRAYAT	Francia Holanda Francia
The use of wire mesh steel geogrids in South Africa	L. W. MOORE M. V. RICHTER A. GALLIE	Sudáfrica
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	Francia
Lateral response of buried bend restrained by reinforcement using geosynthetics	Y. MORI T. KAWABATA M. ARIYISHI	Japón
Serviceability limit state design in geogrid reinforced walls and slopes	I. SCOTLAND N. DIXON M. FORST G. HORGAN	Reino Unido
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	Holanda
Sustainable remediation of a failing embankments slope using electrokinetic geosynthetics	J. LAMONT-BLACK	Reino Unido
Large scale biaxial compression testing of geogrid reinforced soil	F. JACOBS A. RUIKEN M. ZIEGLER	Alemania
Uinformity of density of triaxial clay soil samples prepared by static compression	S. SAAD M. MIRZABABAEI M. MOHAMED M. MIRAFTAB	Reino Unido
Uinformity of density of triaxial clay soil samples prepared by static compression	S. SAAD M. MIRZABABAEI M. MOHAMED M. MIRAFTAB	Reino Unido
Development of a model for damage accumulation in woven geotextile	C. A. CARVALHO D. C. URASHIMA	Brasil
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	Brasil
Seam efficiency of polypropylene and polyester to acid and alkaline liquids	D. C. URASHIMA M. G. A. GUIMARAES	Brasil
Basalt fibres for geogrids and nonwoven geotextiles	Z. BRONSTEIN J. MÜLLER-ROCHHOLZ H. KROTH	Alemania
Geomembrane installation-feedback from a leak detection service provider	V. HRUBY S. D. BARRIE	Eslovaquia Reino Unido
Study of landfills using GCL for PCB ccontaminated sediments	H. CHAHAL C. POTHIER J. DJERAN-MAIGRE	Francia
German IVG recommendation- Barrier of trade or improvement of quality by voluntary 3RD party survey	V. WESSELMANN-HINZ J. MÜLLER-ROCHHOLZ Z. BRONSTEIN	Alemania
Monitoring of geogrid reinforced slopes strain measurement device and calibration	C. STAUBERMANN J. MÜLLER-ROCHHOLZ T. BOONK	Alemania
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	Brasil
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	Francia Francia Francia España
Fault tolerant design of geocomposite drainage layers- Investigation of the impact of inhomogeneities in drainage composites on flow	D. YOUNG	Reino Unido
Testings the limits- Experiences of testing high performance geocomposites- Standard constraints	D. YOUNG H. ASWAT	Reino Unido
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	Alemania
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	Francia
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	España
3D numeral analysis of bearing capacity of shallow foundations on geogrid reinforced soil	A. MAHBOUBI M. H. KEYGHOBADI	Irán
Challanges and innovations in biplanar drainage geocomposite development in North America	M. LI C. TARNOWSKI S. BALDAUF	Alemania
Wind farm access roads- Two decades of floating roads	C. HALL M. HORTON J. BELTON	Reino Unido
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	España
Static and dynamic waste characterization	F. CASTELLI V. LENTINI M. MAUGERI	Italia
Techniques for evaluation of the geotextiles biological clogging in experimental cells	D. VIDAL C. C. CARNEIRO E. KAWACHI	Brasil
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	Rumanía
Developments in piled embankments in The Netherlands. Field studies and laboratory tests	S. J. M. van EEKELEN A. BEZUIJEN	Holanda
Modelling of behavior of solid waste landfills during earthquake	A. EDINÇLILER	Turquía
Comparision of the long-term behaviour between yarns and geosynthetic products for reinforcement	C. STAUBERMANN J. MÜLLER-ROCHHOLZ G. HOFMANS D. JANSE	Alemania
Numerical modelling of seismic behavior of geogrid reinforced walls	A. EDINÇLILER G. BAYKAL	Turquía
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	Turquía
Sustainable concrete panel walls- Current development on interaction of earthworks. Reinforcement and Facing	L. VOLLMERT C. NIEHUES D. PACHOMOW A. HEROLD H. VERSTRAATEN	Alemania
Comparative analysis of calculation process for piled embankments with basal reinforcement	A. HEROLD R. KÖRLIN L. VOLLMERT	Alemania
A closed-form solution for encased stone columns	J. CASTRO C. SAGASETA A. DA COSTA J. CAÑIZAL	España
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	Alemania
Case studies: Geogrid reinforced block walls in waterfront projects under special boundary conditions	O. DETERT S. SCHMIDT	Alemania
Case studies: Geogrid reinforced block walls in waterfront projects under special boundary conditions	O. DETERT S. SCHMIDT	Alemania
Designing with marginal fills: Current understanding and practice	J. RAJA N. DIXON M. FROST I. FRASER G. FOWMES	Reino Unido
Microscopical study of high tenacity, geosynthetic, polyester fibres PET for morphological damage resulting from installation procedures	A. CRUMBIE G. AURAY B. DUPUIS P. GARCIN	Francia
Gabions- A challenging facing of geogrid reinforced earth structures	J. RETZLAFF G. WEGHARZY	Alemania
Characterisation of soil-geosynthetic friction parameters for the stabilization of a thin soil layer on slopes	G. AURAY P. GARCIN P. DELMAS	Francia
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	Reino Unido
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	España
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	Rusia
The new german filtration criteria for geosynthetics in landfill construction	F. SAATHOFF S. CANTRÉ W. MÜLLER	Alemania
Drainage geonet composites and performance assessment	A. ZHAO E. BLOND P. RECALCATI	USA Canadá Italia
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	Suiza
Excavating of geosynthetic clay liners under railways	J. OLSCHEWSKI F. SAATHOF T. WEBER	Alemania
Improvement of the inclinated plane device to assess the friction properties at geosynthetics interfaces	G.STOLTZ R. GALLO D. POULAIN N. TOUZE-FOLTZ	Francia
Stabilitation of clayey soils uding propylene and polymer fibers	A. SENOL E. ETMINAN G. CEVIKBILEN H. YILDIRIM	Turquía
Modelling the anisotropy of fibre renforced granular soils	A. DIAMBRA E. IBRAIM D. MUIR WOOD	Reino Unido
Seismic stability of damaged geogrid reinfirced soil wzalls with residual strength of backfill soil	H. G. NGUYEN J. KUWANO	Vietnam Japón
Analysis of geogrid-soil interaction using a transparent granular soil	F. EZZEIN R. BATHURST	Canadá
Unsaturated hydraulic properties of non-woven geoetextile based on a modified capillary test	H. DANANJAYA N. YASUFUKU L. HANDOKO H. OCHIHAI	Japón
The use of water-based super absorbent polymers as an active component in water barriers	M. AERTS C. LYONS N. ANATOBI	Reino Unido
Recent development in the field of geosynthetic clay liners	G. di EMIDIO W. F. van IMPE F. MAZZIERI R. D. VERASTEGUI FLORES	Bélgica Bélgica Italia Bélgica
Geotextile at Cape López, Gabón, West Africa. Feedback from a shore-parallel protection	B. CORNIC P.COLLET B. LATTEUX	Francia
Coast protection with Geosinthetics	E. GÓMEZ I. DIEGO J. SANTALLA	España
Reinforced geocomposite for asphalt. Durability and adhesion test	J. SANTALLA M. RODRÍGUEZ P. AMO	España
Encapsulated columns, technical solution for foundations in lineal job sites	P. AMO J. SANTALLA I. DIEGO	España
Geosinthetics as concrete reinforcements for canals restorations and shore protection	P. AMO J. SANTALLA E. GÓMEZ	España
Geosinthetics as concrete reinforcements for canals restorations and shore protection	P. AMO J. SANTALLA E. GÓMEZ	España
Provisional platform reinforcement for pilot walls in Flix reservoir in Tarragona	P. AMO I. DIEGO J. SANTALLA	España
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	Pakistán
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	Rumanía
A new method for stability calculations based on the stress strain curves	A. M. BAICU A. CHIRICA	Rumanía
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	España España Italia
Permeable reactive barriers for remediation of organic nonaqueous phase liquids	J. OLSTA J. BRYK	USA Polonia
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	Alemania
Interface frictional properties of geosynthetics in landfill cover systems trough the inclined plane test	L. CARBONE J. P. GOURC N. MORACCI L. BRIANÇON	Italia Francia Italia Francia
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	Alemania Polonia Polonia Polonia Polonia
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	Alemania
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	España
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	España
Design method for geogrid reinforcement of road bases	P. RIMOLDI M. SCOTTO	Italia
Residual tensile strength of geosynthetics submitted to confined-accelerated creep tests	F. FRANCA B. BUENO J. ZORNBERG	Brasil Brasil USA
Development of a new type reinforced soil wall	T. HARA S. TSUJI M. YOSHIDA S. ITO K. SAWADA	Japón
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	Corea Reino Unido Corea China
Application of a ballasted geocomposite filter for the stabilisation of the seabed in the Venice Lagoon	D. CAZZUFFI V. MAINIERI	Italia
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	Japón
Study of the exchange capacity of bentonites used in clay geosynthetic barriers	A. LEIRO B. MATEO H. GARCÍA M. BLANCO S. LLORENTE	España
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	Francia
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	Alemania
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	Canadá España Canadá España España
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	España
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	Alemania Austria Alemania Alemania
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	Malasia
Green environmental solutions with geotextile tubes	E. ZENGERINK R. J. M. WORTELBOER T. W. YEE	Holanda Holanda Malasia
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	Italia Holanda Italia Holanda
Continuous geomembranes application in situ	H. HERAULT J. M. BIOSCA B. FRANCÉS A. CASABUENA E. FAGES	España
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	Finlandia
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	Brasil Brasil 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	Brasil
Demand and organisation of quality assurance education for landfill liner systems	A. RAVASKA	Finlandia
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	Brasil
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	Italia
Geosynthetic solution for embankment on soft soil	S. VYASS S. D. AGRAVAL	India
Concrete dams lining	G. GARCÍA HERNÁNDEZ P. GARCIA CEREZO	España
Remediation of calcium sulphite dams: a geosynthetic solution	P. LEGG	Sudáfrica
Evaluation of stress-strain relation of geocells by radial load tests	A. EMERSLEBEN N. MEYER	Alemania
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	Alemania
Factors affecting the design and performance of slender reinforced walls	R. BERARDI G. P. PINZANI	Italia
Liquefaction near/under rubble mound breakwater under waves	S. COGCOR B. TEYMUR V. OZTUG	Turquía
Replacing inner layer of rubble mound breakwater with geogrid reinforced fill	S. COGCOR B. TEYMUR V. OZTUG	Turquía
Usability of geogrid reinforced fill at inner layer of the rubble-mound breakwater	S. COGCOR B. TEYMUR V. OZTUG	Turquía
Geotextile application near/under rubble mound breakwater under waves aginst	S. COGCOR B. TEYMUR V. OZTUG	Turquía
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	Brasil
Interplay between geotextiles and soil properties and its importance in selecting operation	R. CHIRICA L. TALOS	Rumanía
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	Turquía
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	España
In plane strains in geomembranes with landfill steepwall lining systems. Review and extension	I. GRIFFITHS E. M. GALLAGHER A. MAR	Reino Unido
Underwater installation Astha project	P. McGOLDRICK	-
Long term performance of GCL on Jacusevac landfill	D. BARAC	-
Project Pluto in Germany	G. DIETRICH	Alemania
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	Canadá
Use of geosynthetics for coastal protection in artic areas	J. FINSETH	Noruega
The influence of subsoil reaction on the geosynthetic reinforcement in piled embankments	H. J. LODDER	Holanda
Evaluation of allowable leakage rates measured from liquid impoundment liner systems and landfill disposal sites in South Africa	I. NYIRENDA P. ADDIS	Sudáfrica Canadá
Comparison of an analytical and an experimental approach to describe earth pressure on the facing of a geosynthetic reinforced noise protection wall	S. MESHKINGHALAM	Alemania