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Top Articles

#TitleJournalYearCitations
1Model tests on geosynthetic-encased stone columnsGeosynthetics International2007180
2Refinement of K-stiffness Method for geosynthetic-reinforced soil wallsGeosynthetics International2008142
3Performance of different geosynthetic reinforcement materials in sand foundationsGeosynthetics International2004139
4Sand-geotextile interface characterisation through monotonic and cyclic direct shear testsGeosynthetics International2013130
5Mechanical characteristics of soft clay treated with fibre and cementGeosynthetics International2012129
6Geotextile containment for hydraulic and environmental engineeringGeosynthetics International2008125
7Influence of Particle Size on the Friction and Interfacial Shear Strength of Sands of Similar MorphologyInternational Journal of Geosynthetics and Ground Engineering2015124
8Effects of polypropylene fiber inclusion on the strength and volume change characteristics of cement-fly ash stabilized clay soilGeosynthetics International2013121
9Numerical modeling of geosynthetic-encased stone column-reinforced groundGeosynthetics International2009120
10Model tests on geosynthetic-reinforced stone columns: a comparative studyGeosynthetics International2012119
11Facing contribution to seismic response of reduced-scale reinforced soil wallsGeosynthetics International2005116
12Behavior of cement-stabilized clay reinforced with nylon fiberGeosynthetics International2012116
13Influence of reinforcement stiffness and compaction on the performance of four geosynthetic-reinforced soil wallsGeosynthetics International2009115
14Direct shear behaviour of residual soil–geosynthetic interfaces – influence of soil moisture content, soil density and geosynthetic typeGeosynthetics International2015115
15Numerical study of the effect of geosynthetic encasement on the behaviour of granular columnsGeosynthetics International2010112
16Model tests on single and groups of stone columns with different geosynthetic reinforcement arrangementGeosynthetics International2014111
17Field monitoring evaluation of geotextile-reinforced soil-retaining wallsGeosynthetics International2007110
18Centrifuge model tests on geotextile-reinforced slopesGeosynthetics International2007110
19Performance of geogrid-encased stone columns in soft ground: full-scale load testsGeosynthetics International2012107
20Seismic stability of reinforced-soil wall by pseudo-dynamic methodGeosynthetics International2006104
21Performance of a geosynthetic-encased column (GEC) in soft ground: numerical and analytical studiesGeosynthetics International2013104
22A new type of integral bridge comprising geosynthetic-reinforced soil wallsGeosynthetics International2009103
23Numerical analysis of reinforced soil-retaining wall structures with cohesive and granular backfillsGeosynthetics International2007102
24Leachate chemical composition effects on OIT depletion in an HDPE geomembraneGeosynthetics International2008102
25Reinforced Soil Structures with Poorly Draining Backfills. Part I: Reinforcement Interactions and FunctionsGeosynthetics International1994100
26Pseudo-Static Seismic Analysis Of Geosynthetic-Reinforced Segmental Retaining WallsGeosynthetics International199596
27Geosynthetic-reinforced embankments over soft foundationsGeosynthetics International200596
28Laboratory evaluation of geocell-reinforced gravel subbase over poor subgradesGeosynthetics International201396
29Experimental investigation of EPS geofoam seismic buffers using shaking table testsGeosynthetics International200794
30Polymer-treated bentonite clay for chemical-resistant geosynthetic clay linersGeosynthetics International201594
31Small-strain properties of soft clay treated with fibre and cementGeosynthetics International201391
32Geosynthetic capillary barriers: current state of knowledgeGeosynthetics International201088
33Full-scale load test and finite-element analysis of soft ground improved by geotextile-encased granular columnsGeosynthetics International201587
34Effects of geogrid encasement on lateral and vertical deformations of stone columns in model testsGeosynthetics International201685
35Rubber powder–polymer combined stabilization of South Australian expansive soilsGeosynthetics International201883
36Effect of short, randomly distributed polypropylene microfibres on shear strength behaviour of soilsGeosynthetics International201181
37Micro-mechanism of the interaction between sand and geogrid transverse ribsGeosynthetics International201281
38Assessing the Influence of Some Soil–Reinforcement Interaction Parameters on the Performance of a Low Fill on Compressible Subgrade. Part I: Fill Performance and Relevance of Interaction ParametersInternational Journal of Geosynthetics and Ground Engineering201680
39Reinforced Soil Structures with Poorly Draining Backfills Part II: Case Histories and ApplicationsGeosynthetics International199579
40Finite element parametric study of the behavior of segmental block reinforced-soil retaining wallsGeosynthetics International200379
41In-Isolation Cyclic Load-Extension Behavior of Two GeogridsGeosynthetics International199477
42Strain-hardening behaviour of fibre-reinforced sand in view of filament geometryGeosynthetics International200976
43Effects of scrap tyre rubber fibre on swelling behaviour of two clayey soils in AlgeriaGeosynthetics International201275
44Unsaturated soil–woven geotextile interface strength properties from small-scale pullout and interface testsGeosynthetics International201575
45Treatment of an expansive soil by mechanical and chemical techniquesGeosynthetics International201474
46Brittle rupture of an aged HPDE geomembrane at local gravel indentations under simulated field conditionsGeosynthetics International201474
47Geosynthetic reinforcement stiffness characterization for MSE wall designGeosynthetics International201974
48Time-dependent stress–strain behaviour due to viscous properties of geogrid reinforcementGeosynthetics International200373
49Hydraulic conductivity of a dense prehydrated GCL permeated with aggressive inorganic solutionsGeosynthetics International200472
50Split tensile strength of monofilament polypropylene fiber-reinforced cemented sandy soilsGeosynthetics International201172
51Seismic response of wrap-faced reinforced soil-retaining wall models using shaking table testsGeosynthetics International200771
52Overview of performance compatibility issues of GCLs with respect to leachates of extreme chemistryGeosynthetics International201471
53Influence of Clay Content and Montmorillonite Content on Swelling Behavior of Expansive SoilsInternational Journal of Geosynthetics and Ground Engineering202071
54Behaviour of soft ground improved by conventional and geogrid-encased stone columns, based on FEM studyGeosynthetics International201370
55Experimental study on the combined application of vacuum preloading – variable-spacing electro-osmosis to soft ground improvementGeosynthetics International201769
56Pilot-scale load tests of a combined multilayered geocell and rubber-reinforced foundationGeosynthetics International201368
57Correlation Between Shear Wave Velocity (Vs) and SPT Resistance (N) for Roorkee RegionInternational Journal of Geosynthetics and Ground Engineering201667
58Characterization of Geosynthetic Load-Strain Behavior After Installation DamageGeosynthetics International199466
59Quantification of geosynthetic behaviorGeosynthetics International200566
60Full-scale load test and finite-element analysis of soft ground improved by geotextile-encased granular columnsGeosynthetics International201566
61Practical approach to predict the shear strength of fibre-reinforced clayGeosynthetics International201865
62Geosynthetic-reinforced pile-supported embankments: state of the artGeosynthetics International202065
63Performance of two geosynthetic reinforced walls with recycled construction waste backfill and constructed on collapsible groundGeosynthetics International201464
64A Critical Appraisal of the Role of Clay Mineralogy in Lime StabilizationInternational Journal of Geosynthetics and Ground Engineering201564
65Pullout Interaction Mechanism of Geogrid Strip ReinforcementGeosynthetics International199563
66Unified Design Approach to Geosynthetic Reinforced Slopes and Segmental WallsGeosynthetics International199563
67Recycled Tire Chips Mixed with Sand as Lightweight Backfill Material in Retaining Wall Applications: An Experimental InvestigationInternational Journal of Geosynthetics and Ground Engineering201563
68Seismic displacements of geosynthetic-reinforced soil modular block wallsGeosynthetics International200362
69A bearing capacity calculation method for soil reinforced with a geocellGeosynthetics International201362
70Influence of tire fiber inclusions on shear strength of sandGeosynthetics International201061
71Scaled model tests on influence factors of full geosynthetic-reinforced pile-supported embankmentsGeosynthetics International201661
72Model Study of Alkali-Activated Waste Binder for Soil StabilizationInternational Journal of Geosynthetics and Ground Engineering201661
73Quantifying geomembrane wrinkles using aerial photography and digital image processingGeosynthetics International200760
74Multivariate adaptive regression splines model for reinforced soil foundationsGeosynthetics International202160
75Volatile organic compound diffusion and sorption coefficients for a needle-punched GCLGeosynthetics International200459
76Behaviour of geogrid-reinforced load transfer platforms for embankment on rammed aggregate piersGeosynthetics International200759
77Behavior of nonwoven-geotextile-reinforced sand and mobilization of reinforcement strain under triaxial compressionGeosynthetics International201359
78Field performance of retaining walls reinforced with woven and nonwoven geotextilesGeosynthetics International201459
79Underground Mine Backfilling in Australia Using Paste Fills and Hydraulic FillsInternational Journal of Geosynthetics and Ground Engineering201559
80Field test of a geogrid-reinforced and floating pile-supported embankmentGeosynthetics International201658
81Reduction of lateral pressures on retaining walls using geofoam inclusionGeosynthetics International201658
82Micro- and macro-mechanical study of compressive behavior of expanded polystyrene geofoamGeosynthetics International200956
83A parametric study of geosynthetic-reinforced column-supported embankmentsGeosynthetics International201456
84Modelling of Non-linear Shear Displacement Behaviour of Soil–Geotextile InterfaceInternational Journal of Geosynthetics and Ground Engineering201556
85Mechanical response of flexible pavements enhanced with geogrid-reinforced asphalt overlaysGeosynthetics International201656
86Electrokinetic improvement of soft clay using electrical vertical drainsGeosynthetics International200855
87Shear strength of randomly distributed moist fibre-reinforced sandGeosynthetics International201055
88Enhancement of efficiency of prefabricated vertical drains using surcharge, vacuum and heat preloadingGeosynthetics International201155
89Pipe response in a geocell-reinforced trench and compaction considerationsGeosynthetics International201355
90Analysis of geosynthetic reinforcement in pile-supported embankments. Part I: 3D plate modelGeosynthetics International201054
91Experimental Investigation of Interface Behaviour of Different Types of Granular Soil/GeosyntheticsInternational Journal of Geosynthetics and Ground Engineering201654
92Effects of aspect ratio of footings on bearing capacity for geogrid-reinforced sand over soft soilGeosynthetics International201754
93New insight on geosynthetic clay liner hydration: the key role of subsoils mineralogyGeosynthetics International201754
94Enhanced bentonites for containment of inorganic waste leachates by GCLsGeosynthetics International201854
95The performance of an embankment on soft ground reinforced with geosynthetics and pile wallsGeosynthetics International200953
96Influence of subgrade strength on the performance of geocell-reinforced foundation systemsGeosynthetics International201353
97Analysis of a Nailed Soil Slope Using Limit Equilibrium and Finite Element MethodsInternational Journal of Geosynthetics and Ground Engineering201653
98Interface shear properties of geosynthetics and construction and demolition waste from large-scale direct shear testsGeosynthetics International201653
99Geosynthetic reinforcement of pile-supported embankmentsGeosynthetics International201853
100Diffusion of Chloride and Dichloromethane Through an HDPE GeomembraneGeosynthetics International199552