... of the soil–structure interactions of this relatively new class of buried structure. Typical results from short-term load cycles are first presented to illustrate the mode and magnitude of deformation of the buried system to design-truck loading. The 1-week unconstrained creep response of isolated column...

...), respectively. 03 08 2015 25 11 2015 13 05 2016 © 2016 Thomas Telford Ltd 2016 Geosynthetics Flexural mode GRS-FHR wall Natural frequency Reinforced soil retaining wall Rigid mode Soil–structure interaction In the early 1990s, Japanese researchers introduced a new...

... 2013 23 11 2013 © 2014 Thomas Telford Ltd 2014 Geosynthetics Natural frequency Reinforcement Analytical solution Soil–structure interaction Rigid concrete facing wall As a result of their good seismic performance the popularity of retaining walls and geosynthetic...

.... Geosynthetics Experiments Flood control Geomembrane tubes Numerical modeling Soil–structure interaction Stacked tubes Stacked geosynthetic tubes have been used for a variety of purposes, e.g. to prevent beach erosion, to rehabilitate slopes, to protect pipelines, and as permanent dikes...

...://www.noaq.com ; Kim et al. 2003). Another is placement of a wedge at the bottom of the tube on the opposite side from the headwater (Huong 2001 ; Huong et al. 2002). Geosynthetics Cofferdam Flood control Geomembrane tube Numerical modeling Soil–structure interaction © 2005...

... that is capable of considering the properties of soils, geosynthetic reinforcement, and soil–structure interactions in a realistic manner. In this paper, a validated finite element procedure was used with a hyperbolic soil model for conducting a series of analysis under working-stress conditions. The effects...

... was incorporated into a computer program that is capable of simulating soil-structure interaction behavior. The soil was simulated using a hyperbolic model while the block-block and soil-block interactions were simulated using interface elements. Comparison of numerical and measured experimental results indicated...

... was incorporated into a computer program that is capable of simulating soil-structure interaction behavior. The soil was simulated using a hyperbolic model while the block-block and soil-block interactions were simulated using interface elements. Comparison of numerical and measured experimental results indicated...