| Stabilization of soft clay using short fibers and poly vinyl alcohol |
18 |
| Effect of surcharge loading rate and mobilized load ratio on the performance of vacuum-surcharge preloading with PVDs |
16 |
| Biodegradable geotextiles - An overview of existing and potential materials |
16 |
| Effect of particle shape on the response of geogrid-reinforced systems: Insights from 3D discrete element analysis |
16 |
| Swell compression characteristics of a fiber-reinforced expansive soil |
15 |
| Laboratory and numerical investigation of machine foundations reinforced with geogrids and geocells |
15 |
| Seismic behavior of geosynthetic encased columns and ordinary stone columns |
15 |
| Use of cellular confinement for improved railway performance on soft subgrades |
12 |
| Load-settlement response of shallow square footings on geogrid-reinforced sand under cyclic loading |
11 |
| Strength enhancement of geotextile-reinforced carbonate sand |
11 |
| Design and construction of lightweight EPS geofoam embedded geomaterial embankment system for control of settlements |
11 |
| Effect of vacuum removal on consolidation settlement under a combined vacuum and surcharge preloading |
10 |
| Experimental investigation of the effect of airgaps in preventing desiccation of bentonite in geosynthetic clay liners exposed to high temperatures |
10 |
| Uniaxial compression behavior of geotextile encased stone columns |
10 |
| Scale effect on the behavior of geocell-reinforced soil |
10 |
| Effect of water salinity on the water retention curve of geosynthetic clay liners |
10 |
| Comparative analysis on performance of vertical drain improved clay deposit under vacuum or surcharge loading |
10 |
| Insufficient initial hydration of GCLs from some subgrades: Factors and causes |
10 |
| Three-dimensional numerical analysis of individual geotextile-encased sand columns with surrounding loose sand |
9 |
| Pilot tests on vacuum preloading method combined with short and long PVDs |
9 |
| Swelling behaviour of expansive soils with recycled geofoam granules column inclusion |
9 |
| Preloading using fill surcharge and prefabricated vertical drains for an airport |
8 |
| Interface transmissivity of conventional and multicomponent GCLs for three permeants |
8 |
| Numerical analysis of geocell-reinforced retaining wall failure modes |
8 |
| Shear strength of interfaces between unsaturated soils and composite geotextile with polyester yarn reinforcement |
8 |
| Numerical simulation of compaction-induced stress for the analysis of RS walls under working conditions |
8 |
| Laboratory tests of electro-osmotic consolidation combined with vacuum preloading on kaolinite using electrokinetic geosynthetics |
8 |
| Durability studies of surface-modified coir geotextiles |
8 |
| Micro X-ray visualisation of the interaction of geosynthetic clay liner components after partial hydration |
8 |
| Experimental and numerical investigation of the uplift capacity of plate anchors in geocell-reinforced sand |
8 |
| An extended data base and recommendations regarding 320 failed geosynthetic reinforced mechanically stabilized earth (MSE) walls |
8 |
| Nonwoven geotextiles from nettle and poly(lactic acid) fibers for slope stabilization using bioengineering approach |
7 |
| Hydraulic conductivity behaviour of soil blended with geofiber inclusions |
7 |
| Stress-controlled direct shear testing of geosynthetic clay liners I: Apparatus development |
7 |
| Reduction of subgrade fines migration into subbase of flexible pavement using geotextile |
7 |
| Barrier permeation properties of EVOH thin-film membranes under aqueous and non-aqueous conditions |
7 |
| Radial consolidation of PVD-Installed normally consolidated soil with discharge capacity reduction using large-strain theory |
7 |
| Performance of geosynthetic-reinforced flexible pavements in full-scale field trials |
7 |
| Long-term performance predictions in ground improvements with vacuum assisted Prefabricated Vertical Drains |
7 |
| Investigating the mechanism of downslope bentonite erosion in GCL liners using X-Ray CT |
7 |
| Field study of a retaining wall constructed with clay-filled soilbags |
7 |
| A novel 2D-3D conversion method for calculating maximum strain of geosynthetic reinforcement in pile-supported embankments |
7 |
| Magnitude and significance of tensile strains in geomembrane landfill liners |
7 |
| Experimental and theoretical studies on the ultimate bearing capacity of geogrid-reinforced sand |
7 |
| Effect of shearing rate on the behavior of geogrid-reinforced railroad ballast under direct shear conditions |
7 |
| Centrifuge modeling of the geotextile reinforced slope subject to drawdown |
7 |
| Full-scale mechanically stabilized earth (MSE) walls under strip footing load |
7 |
| A closed-form solution for column-supported embankments with geosynthetic reinforcement |
7 |
| Two and three-dimensional numerical analyses of geosynthetic-reinforced soil (GRS) piers |
7 |
| A simplified model for evaluating the hardening behaviour of sensor-enabled geobelts during pullout tests |
6 |
