... 2020 11 06 2021 © 2021 Thomas Telford Ltd 2021 Geosynthetics Geogrid Deep cement mixing pile Load carrying capacity Physical model test Finite element analysis Deep cement mixing (DCM) piles are most frequently utilized in the foundations of road embankments. During...

...-section of bridge abutment (Adams et al. 2011) © 2018 Thomas Telford Ltd 2018 Geosynthetics Differential settlement Reinforced soil Geosynthetic reinforced soil (GRS) Integrated bridge system (IBS) Finite element analysis Bridge abutment In this study, the configuration...

... guideline are in good agreement with those determined by the current study. © 2018 Thomas Telford Ltd 2018 Geosynthetics Geosynthetic reinforced soil wall Tiered configuration Offset distance Reinforcement length Finite element analysis The use of geosynthetic reinforced soil (GRS...

... the finite-element package ABAQUS 6.12 for modeling the USB and GRSB placed over a group of stone columns floating in soft clay. In finite-element analysis, geogrid is modeled as an elasto-plastic material. Compared to unreinforced clay, 1.72-fold, 2.83-fold and 5.30-fold increases in bearing capacity can...

.... Variation of horizontal displacement of column material at predefined points throughout the entire period of the analysis 28 09 2015 04 04 2016 15 06 2016 © 2016 Thomas Telford Ltd 2016 Geosynthetics Consolidation Finite element analysis Ground improvement Stone column...

... indicated by the factor of safety (FS) of GRS slopes is calculated by limit equilibrium analysis. Stress information under various stress states is evaluated using finite element analysis. Advanced models and an integration algorithm are implemented in finite element code to enhance the simulation results...

... strength reduction method Finite element analysis In order to bring the model GRS walls to failure under the gravitational loading, it was essential to adopt a model reinforcement with a tensile strength close to the computed tensile strength of T_m = 1.4 × 10⁻² kN/m...

..., following the guidance provided by Abu-Farsakhl et al. (2007)). Geosynthetics Granular column Stone column Granular pile Geosynthetic encasement Soft soil Finite element analysis Figure 4 shows the resultant hoop tension force along the length of the granular column...

... Reinforcement Earth slope Slope stability Finite element analysis The mid-Niigata prefecture earthquake—magnitude 6.8 on the Richter scale—occurred in Japan on 23 October 2004. The epicentre was at latitude 37°17′ N and longitude 138°52′ E. About 5000 people were injured in the earthquake...

... Prefabricated vertical drain Consolidation Smear Soil disturbance Design Finite element analysis Thick alluvial deposits of soft clayey soils are characterised by low shear strength, high compressibility and low hydraulic conductivity. Pre-treatment of these deposits by preloading combined...

... soil-retaining wall at failure approaches a direct sliding type or a bilinear plane, which starts from the toe of the wall with a very shallow slope. Geosynthetics Reinforced soil Geotextile Failure surface Finite element analysis Shear strains Reinforced soil is a composite structure...

... to simulate the shear–resistance interaction. Geosynthetics Unpaved roads Reinforcement Numerical analysis Finite element analysis The behavior of geosynthetic-reinforced unpaved structure depends on the properties of geosynthetic, backfill material, subgrade, and the soil–geosynthetic...

... by R. K. Rowe at the Seventh International Conference on Geosynthetics in Nice, France, in 2002. Geosynthetics Embankment Reinforcement Vertical drains Soft clay Stability Deformations Plasticity Creep Finite element analysis (3) q u = N c s uo + q s...

... systems. In this study, the shear displacements of typical landfill composite liner system interfaces in response to municipal solid waste loads were evaluated using a finite element analysis. The interface shear-displacement parameters determined from available laboratory direct shear test data were used...

... 11 1994 Industrial Fabrics Association International, 1801 County Road B West, Roseville, Minnesota 55113-4061, USA, Telephone: 1/612-222-2508, Telefax: 1/612-631-9334 1995 Geosynthetic Reinforcement Creep Soil-geosynthetic interaction Finite element analysis Technical Paper...