# | Title | Journal | Year | Citations |
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1 | Model tests on geosynthetic-encased stone columns | Geosynthetics International | 2007 | 180 |
2 | Refinement of K-stiffness Method for geosynthetic-reinforced soil walls | Geosynthetics International | 2008 | 142 |
3 | Performance of different geosynthetic reinforcement materials in sand foundations | Geosynthetics International | 2004 | 139 |
4 | Sand-geotextile interface characterisation through monotonic and cyclic direct shear tests | Geosynthetics International | 2013 | 130 |
5 | Mechanical characteristics of soft clay treated with fibre and cement | Geosynthetics International | 2012 | 129 |
6 | Geotextile containment for hydraulic and environmental engineering | Geosynthetics International | 2008 | 125 |
7 | Influence of Particle Size on the Friction and Interfacial Shear Strength of Sands of Similar Morphology | International Journal of Geosynthetics and Ground Engineering | 2015 | 124 |
8 | Effects of polypropylene fiber inclusion on the strength and volume change characteristics of cement-fly ash stabilized clay soil | Geosynthetics International | 2013 | 121 |
9 | Numerical modeling of geosynthetic-encased stone column-reinforced ground | Geosynthetics International | 2009 | 120 |
10 | Model tests on geosynthetic-reinforced stone columns: a comparative study | Geosynthetics International | 2012 | 119 |
11 | Facing contribution to seismic response of reduced-scale reinforced soil walls | Geosynthetics International | 2005 | 116 |
12 | Behavior of cement-stabilized clay reinforced with nylon fiber | Geosynthetics International | 2012 | 116 |
13 | Influence of reinforcement stiffness and compaction on the performance of four geosynthetic-reinforced soil walls | Geosynthetics International | 2009 | 115 |
14 | Direct shear behaviour of residual soil–geosynthetic interfaces – influence of soil moisture content, soil density and geosynthetic type | Geosynthetics International | 2015 | 115 |
15 | Numerical study of the effect of geosynthetic encasement on the behaviour of granular columns | Geosynthetics International | 2010 | 112 |
16 | Model tests on single and groups of stone columns with different geosynthetic reinforcement arrangement | Geosynthetics International | 2014 | 111 |
17 | Field monitoring evaluation of geotextile-reinforced soil-retaining walls | Geosynthetics International | 2007 | 110 |
18 | Centrifuge model tests on geotextile-reinforced slopes | Geosynthetics International | 2007 | 110 |
19 | Performance of geogrid-encased stone columns in soft ground: full-scale load tests | Geosynthetics International | 2012 | 107 |
20 | Seismic stability of reinforced-soil wall by pseudo-dynamic method | Geosynthetics International | 2006 | 104 |
21 | Performance of a geosynthetic-encased column (GEC) in soft ground: numerical and analytical studies | Geosynthetics International | 2013 | 104 |
22 | A new type of integral bridge comprising geosynthetic-reinforced soil walls | Geosynthetics International | 2009 | 103 |
23 | Numerical analysis of reinforced soil-retaining wall structures with cohesive and granular backfills | Geosynthetics International | 2007 | 102 |
24 | Leachate chemical composition effects on OIT depletion in an HDPE geomembrane | Geosynthetics International | 2008 | 102 |
25 | Reinforced Soil Structures with Poorly Draining Backfills. Part I: Reinforcement Interactions and Functions | Geosynthetics International | 1994 | 100 |
26 | Pseudo-Static Seismic Analysis Of Geosynthetic-Reinforced Segmental Retaining Walls | Geosynthetics International | 1995 | 96 |
27 | Geosynthetic-reinforced embankments over soft foundations | Geosynthetics International | 2005 | 96 |
28 | Laboratory evaluation of geocell-reinforced gravel subbase over poor subgrades | Geosynthetics International | 2013 | 96 |
29 | Experimental investigation of EPS geofoam seismic buffers using shaking table tests | Geosynthetics International | 2007 | 94 |
30 | Polymer-treated bentonite clay for chemical-resistant geosynthetic clay liners | Geosynthetics International | 2015 | 94 |
31 | Small-strain properties of soft clay treated with fibre and cement | Geosynthetics International | 2013 | 91 |
32 | Geosynthetic capillary barriers: current state of knowledge | Geosynthetics International | 2010 | 88 |
33 | Full-scale load test and finite-element analysis of soft ground improved by geotextile-encased granular columns | Geosynthetics International | 2015 | 87 |
34 | Effects of geogrid encasement on lateral and vertical deformations of stone columns in model tests | Geosynthetics International | 2016 | 85 |
35 | Rubber powder–polymer combined stabilization of South Australian expansive soils | Geosynthetics International | 2018 | 83 |
36 | Effect of short, randomly distributed polypropylene microfibres on shear strength behaviour of soils | Geosynthetics International | 2011 | 81 |
37 | Micro-mechanism of the interaction between sand and geogrid transverse ribs | Geosynthetics International | 2012 | 81 |
38 | Assessing 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 Parameters | International Journal of Geosynthetics and Ground Engineering | 2016 | 80 |
39 | Reinforced Soil Structures with Poorly Draining Backfills Part II: Case Histories and Applications | Geosynthetics International | 1995 | 79 |
40 | Finite element parametric study of the behavior of segmental block reinforced-soil retaining walls | Geosynthetics International | 2003 | 79 |
41 | In-Isolation Cyclic Load-Extension Behavior of Two Geogrids | Geosynthetics International | 1994 | 77 |
42 | Strain-hardening behaviour of fibre-reinforced sand in view of filament geometry | Geosynthetics International | 2009 | 76 |
43 | Effects of scrap tyre rubber fibre on swelling behaviour of two clayey soils in Algeria | Geosynthetics International | 2012 | 75 |
44 | Unsaturated soil–woven geotextile interface strength properties from small-scale pullout and interface tests | Geosynthetics International | 2015 | 75 |
45 | Treatment of an expansive soil by mechanical and chemical techniques | Geosynthetics International | 2014 | 74 |
46 | Brittle rupture of an aged HPDE geomembrane at local gravel indentations under simulated field conditions | Geosynthetics International | 2014 | 74 |
47 | Geosynthetic reinforcement stiffness characterization for MSE wall design | Geosynthetics International | 2019 | 74 |
48 | Time-dependent stress–strain behaviour due to viscous properties of geogrid reinforcement | Geosynthetics International | 2003 | 73 |
49 | Hydraulic conductivity of a dense prehydrated GCL permeated with aggressive inorganic solutions | Geosynthetics International | 2004 | 72 |
50 | Split tensile strength of monofilament polypropylene fiber-reinforced cemented sandy soils | Geosynthetics International | 2011 | 72 |
51 | Seismic response of wrap-faced reinforced soil-retaining wall models using shaking table tests | Geosynthetics International | 2007 | 71 |
52 | Overview of performance compatibility issues of GCLs with respect to leachates of extreme chemistry | Geosynthetics International | 2014 | 71 |
53 | Influence of Clay Content and Montmorillonite Content on Swelling Behavior of Expansive Soils | International Journal of Geosynthetics and Ground Engineering | 2020 | 71 |
54 | Behaviour of soft ground improved by conventional and geogrid-encased stone columns, based on FEM study | Geosynthetics International | 2013 | 70 |
55 | Experimental study on the combined application of vacuum preloading – variable-spacing electro-osmosis to soft ground improvement | Geosynthetics International | 2017 | 69 |
56 | Pilot-scale load tests of a combined multilayered geocell and rubber-reinforced foundation | Geosynthetics International | 2013 | 68 |
57 | Correlation Between Shear Wave Velocity (Vs) and SPT Resistance (N) for Roorkee Region | International Journal of Geosynthetics and Ground Engineering | 2016 | 67 |
58 | Characterization of Geosynthetic Load-Strain Behavior After Installation Damage | Geosynthetics International | 1994 | 66 |
59 | Quantification of geosynthetic behavior | Geosynthetics International | 2005 | 66 |
60 | Full-scale load test and finite-element analysis of soft ground improved by geotextile-encased granular columns | Geosynthetics International | 2015 | 66 |
61 | Practical approach to predict the shear strength of fibre-reinforced clay | Geosynthetics International | 2018 | 65 |
62 | Geosynthetic-reinforced pile-supported embankments: state of the art | Geosynthetics International | 2020 | 65 |
63 | Performance of two geosynthetic reinforced walls with recycled construction waste backfill and constructed on collapsible ground | Geosynthetics International | 2014 | 64 |
64 | A Critical Appraisal of the Role of Clay Mineralogy in Lime Stabilization | International Journal of Geosynthetics and Ground Engineering | 2015 | 64 |
65 | Pullout Interaction Mechanism of Geogrid Strip Reinforcement | Geosynthetics International | 1995 | 63 |
66 | Unified Design Approach to Geosynthetic Reinforced Slopes and Segmental Walls | Geosynthetics International | 1995 | 63 |
67 | Recycled Tire Chips Mixed with Sand as Lightweight Backfill Material in Retaining Wall Applications: An Experimental Investigation | International Journal of Geosynthetics and Ground Engineering | 2015 | 63 |
68 | Seismic displacements of geosynthetic-reinforced soil modular block walls | Geosynthetics International | 2003 | 62 |
69 | A bearing capacity calculation method for soil reinforced with a geocell | Geosynthetics International | 2013 | 62 |
70 | Influence of tire fiber inclusions on shear strength of sand | Geosynthetics International | 2010 | 61 |
71 | Scaled model tests on influence factors of full geosynthetic-reinforced pile-supported embankments | Geosynthetics International | 2016 | 61 |
72 | Model Study of Alkali-Activated Waste Binder for Soil Stabilization | International Journal of Geosynthetics and Ground Engineering | 2016 | 61 |
73 | Quantifying geomembrane wrinkles using aerial photography and digital image processing | Geosynthetics International | 2007 | 60 |
74 | Multivariate adaptive regression splines model for reinforced soil foundations | Geosynthetics International | 2021 | 60 |
75 | Volatile organic compound diffusion and sorption coefficients for a needle-punched GCL | Geosynthetics International | 2004 | 59 |
76 | Behaviour of geogrid-reinforced load transfer platforms for embankment on rammed aggregate piers | Geosynthetics International | 2007 | 59 |
77 | Behavior of nonwoven-geotextile-reinforced sand and mobilization of reinforcement strain under triaxial compression | Geosynthetics International | 2013 | 59 |
78 | Field performance of retaining walls reinforced with woven and nonwoven geotextiles | Geosynthetics International | 2014 | 59 |
79 | Underground Mine Backfilling in Australia Using Paste Fills and Hydraulic Fills | International Journal of Geosynthetics and Ground Engineering | 2015 | 59 |
80 | Field test of a geogrid-reinforced and floating pile-supported embankment | Geosynthetics International | 2016 | 58 |
81 | Reduction of lateral pressures on retaining walls using geofoam inclusion | Geosynthetics International | 2016 | 58 |
82 | Micro- and macro-mechanical study of compressive behavior of expanded polystyrene geofoam | Geosynthetics International | 2009 | 56 |
83 | A parametric study of geosynthetic-reinforced column-supported embankments | Geosynthetics International | 2014 | 56 |
84 | Modelling of Non-linear Shear Displacement Behaviour of Soil–Geotextile Interface | International Journal of Geosynthetics and Ground Engineering | 2015 | 56 |
85 | Mechanical response of flexible pavements enhanced with geogrid-reinforced asphalt overlays | Geosynthetics International | 2016 | 56 |
86 | Electrokinetic improvement of soft clay using electrical vertical drains | Geosynthetics International | 2008 | 55 |
87 | Shear strength of randomly distributed moist fibre-reinforced sand | Geosynthetics International | 2010 | 55 |
88 | Enhancement of efficiency of prefabricated vertical drains using surcharge, vacuum and heat preloading | Geosynthetics International | 2011 | 55 |
89 | Pipe response in a geocell-reinforced trench and compaction considerations | Geosynthetics International | 2013 | 55 |
90 | Analysis of geosynthetic reinforcement in pile-supported embankments. Part I: 3D plate model | Geosynthetics International | 2010 | 54 |
91 | Experimental Investigation of Interface Behaviour of Different Types of Granular Soil/Geosynthetics | International Journal of Geosynthetics and Ground Engineering | 2016 | 54 |
92 | Effects of aspect ratio of footings on bearing capacity for geogrid-reinforced sand over soft soil | Geosynthetics International | 2017 | 54 |
93 | New insight on geosynthetic clay liner hydration: the key role of subsoils mineralogy | Geosynthetics International | 2017 | 54 |
94 | Enhanced bentonites for containment of inorganic waste leachates by GCLs | Geosynthetics International | 2018 | 54 |
95 | The performance of an embankment on soft ground reinforced with geosynthetics and pile walls | Geosynthetics International | 2009 | 53 |
96 | Influence of subgrade strength on the performance of geocell-reinforced foundation systems | Geosynthetics International | 2013 | 53 |
97 | Analysis of a Nailed Soil Slope Using Limit Equilibrium and Finite Element Methods | International Journal of Geosynthetics and Ground Engineering | 2016 | 53 |
98 | Interface shear properties of geosynthetics and construction and demolition waste from large-scale direct shear tests | Geosynthetics International | 2016 | 53 |
99 | Geosynthetic reinforcement of pile-supported embankments | Geosynthetics International | 2018 | 53 |
100 | Diffusion of Chloride and Dichloromethane Through an HDPE Geomembrane | Geosynthetics International | 1995 | 52 |