Add to ORKGAbstract. This document presents preliminary results of FEM-numerical analysis of soil-reinforcement pullout tests. The numerical model has been developed with CODE_BRIGHT and assuming the interfaces as continuum materials. The results of the preliminary parametric analyses described herein provide useful information on the shear behavior modeling of soil-reinforcement strip interfaces under working stress conditions.
The rapid increasing application of geosynthetics as reinforcement elements for earth structures req...
The choice of structure element to simulate soil reinforcement and soil-structure interaction detail...
Under static of dynamic loadings, the junction (interface) between a structure-foundation system can...
This document presents preliminary results of FEM-numerical analysis of soil-reinforcement pullout t...
Soil-facing mechanical interactions play an important role in the behavior of earth retaining walls....
ABSTRACT: Pullout tests have been widely used to evaluate soil-reinforcement in-terface properties f...
ABSTRACT: Pullout tests are commonly used to describe the ultimate shearing resist-ance developed al...
A novel scheme to apply constitutive (continuum) soil models to the mechanical modelling of soil-str...
The choice of structure element to simulate soil reinforcement and soil–structure interaction detail...
For the last 50 years, the use of reinforced soil systems has increased significantly. As such it is...
The mechanism of soil-geosynthetic interaction is usually complex and depends on the nature of the r...
One way of studying the soil-inclusion interaction in the pullout test is by numerical modeling. Sev...
The development of a mathematical model for the mechanical behaviour of soil-structure interfaces re...
The sand?structure interface, developed under monotonic loading, was modeled based on physical obser...
Soil-facing mechanical interactions play an important role in the behaviour of earth retaining walls...
The rapid increasing application of geosynthetics as reinforcement elements for earth structures req...
The choice of structure element to simulate soil reinforcement and soil-structure interaction detail...
Under static of dynamic loadings, the junction (interface) between a structure-foundation system can...
This document presents preliminary results of FEM-numerical analysis of soil-reinforcement pullout t...
Soil-facing mechanical interactions play an important role in the behavior of earth retaining walls....
ABSTRACT: Pullout tests have been widely used to evaluate soil-reinforcement in-terface properties f...
ABSTRACT: Pullout tests are commonly used to describe the ultimate shearing resist-ance developed al...
A novel scheme to apply constitutive (continuum) soil models to the mechanical modelling of soil-str...
The choice of structure element to simulate soil reinforcement and soil–structure interaction detail...
For the last 50 years, the use of reinforced soil systems has increased significantly. As such it is...
The mechanism of soil-geosynthetic interaction is usually complex and depends on the nature of the r...
One way of studying the soil-inclusion interaction in the pullout test is by numerical modeling. Sev...
The development of a mathematical model for the mechanical behaviour of soil-structure interfaces re...
The sand?structure interface, developed under monotonic loading, was modeled based on physical obser...
Soil-facing mechanical interactions play an important role in the behaviour of earth retaining walls...
The rapid increasing application of geosynthetics as reinforcement elements for earth structures req...
The choice of structure element to simulate soil reinforcement and soil-structure interaction detail...
Under static of dynamic loadings, the junction (interface) between a structure-foundation system can...