Add to ORKGSome aspects of an experimental and numerical research concerning the improvement of the mechanical characteristics of sand reinforced with geosynthetics are presented in the paper. In particular, the effects of the introduction of reinforcements on the volumetric behaviour of cohesionless soil are considered and analysed using the finite element method. The finite element model is also applied to the prediction of the bearing capacity of reinforced soil and the results are compared with experimental 1-g model loading tests
AbstractThis paper reports an investigation on the beneficial effects of reinforcing a fine soil wit...
ABSTRACT: A numerical model is developed to investigate long-term soil-geosyn-thetic interaction in ...
Access restricted to the OSU CommunityA study was undertaken to investigate the composite behavior o...
The effects of the introduction of a single sheet of different types of geoesynthetic materials on t...
The Paper describes finite element models that are used to simulate the behaviour of two carefully c...
The results of an experimental and numerical study are summarized here concerning the mechanical beh...
The results of an experimental and numerical study are presented concerning the use of different fin...
Some experimental and numerical results are presented concerning the behaviour of a cohesionless soi...
The application of finite element (FE) techniques for the analysis of re-inforced embankment behavio...
ABSTRACT: This paper describes the performance of a unit cell of soil-geosynthetic composite inwhich...
The presence of geosynthetic reinforcement in soil mass has been shown to reduce the tendency of dil...
Use of geosynthetics for reinforcing soil beds supporting shallow foundations has gained tremendous ...
The mechanical properties of soils and, thus, of soil structures can be improved by using geosynthet...
The results from laboratory model tests and numerical simulations on square footings resting on sa...
ABSTRACT: A two-dimensional analytical model based on elasticity theory is developed for modeling so...
AbstractThis paper reports an investigation on the beneficial effects of reinforcing a fine soil wit...
ABSTRACT: A numerical model is developed to investigate long-term soil-geosyn-thetic interaction in ...
Access restricted to the OSU CommunityA study was undertaken to investigate the composite behavior o...
The effects of the introduction of a single sheet of different types of geoesynthetic materials on t...
The Paper describes finite element models that are used to simulate the behaviour of two carefully c...
The results of an experimental and numerical study are summarized here concerning the mechanical beh...
The results of an experimental and numerical study are presented concerning the use of different fin...
Some experimental and numerical results are presented concerning the behaviour of a cohesionless soi...
The application of finite element (FE) techniques for the analysis of re-inforced embankment behavio...
ABSTRACT: This paper describes the performance of a unit cell of soil-geosynthetic composite inwhich...
The presence of geosynthetic reinforcement in soil mass has been shown to reduce the tendency of dil...
Use of geosynthetics for reinforcing soil beds supporting shallow foundations has gained tremendous ...
The mechanical properties of soils and, thus, of soil structures can be improved by using geosynthet...
The results from laboratory model tests and numerical simulations on square footings resting on sa...
ABSTRACT: A two-dimensional analytical model based on elasticity theory is developed for modeling so...
AbstractThis paper reports an investigation on the beneficial effects of reinforcing a fine soil wit...
ABSTRACT: A numerical model is developed to investigate long-term soil-geosyn-thetic interaction in ...
Access restricted to the OSU CommunityA study was undertaken to investigate the composite behavior o...