The confining material plays a relevant role on geosynthetics damage during installation. The geosynthetics quality control against that damage must follow ENV 10772-1 (1997). The granular material prescribed in that standard is synthetic and its use has been leading to conservative results in large number of cases. In order to contribute to the definition of a different confining material a test program was developed, considering two natural confining materials, with similar grain size as the synthetic one, and different types of geosynthetics. The results of the study are presented and analysed, and then compared with that obtained using the confining material defined on ENV 10772-1 (1997). Finally, the main conclusions are put forward
Damage during installation (DDI), creep and creep rupture behavior of geosynthetics have been subjec...
This paper contributes to better understanding how installation damage of geosynthetics can affect t...
One of the main questions in using geosynthetics in civil works or ground applications is their dura...
Damage during installation of geosynthetics has been subjected to extended studies, and became stand...
This paper reports the results of the effect of damage during installation on the tensile properties...
The equipment developed to carry out damage during installation tests in laboratory on geosynthetics...
In this work the effect of the installation procedures of geosynthetics on their mechanical behaviou...
ABSTRACT: Two geosynthetics were subjected to the effect of damage during installation (DDI) using r...
The degradation resulting from transport operations, handling and placement can compromise the funct...
This paper analyses the existence of synergisms between some endurance durability agents of geosynth...
[[abstract]]A series of laboratory cyclic loading tests was performed to investigate the effects of ...
Geosynthetics are planar polymeric products, which are used in connection with soil, rock or other s...
[[abstract]]A series of laboratory cyclic loading tests was performed to investigate the effects of ...
In recent decades Lithuania has witnessed an increase in road construction and reconstruction works ...
In this paper results of tests to assess the effect of mechanical damage (generally associated with ...
Damage during installation (DDI), creep and creep rupture behavior of geosynthetics have been subjec...
This paper contributes to better understanding how installation damage of geosynthetics can affect t...
One of the main questions in using geosynthetics in civil works or ground applications is their dura...
Damage during installation of geosynthetics has been subjected to extended studies, and became stand...
This paper reports the results of the effect of damage during installation on the tensile properties...
The equipment developed to carry out damage during installation tests in laboratory on geosynthetics...
In this work the effect of the installation procedures of geosynthetics on their mechanical behaviou...
ABSTRACT: Two geosynthetics were subjected to the effect of damage during installation (DDI) using r...
The degradation resulting from transport operations, handling and placement can compromise the funct...
This paper analyses the existence of synergisms between some endurance durability agents of geosynth...
[[abstract]]A series of laboratory cyclic loading tests was performed to investigate the effects of ...
Geosynthetics are planar polymeric products, which are used in connection with soil, rock or other s...
[[abstract]]A series of laboratory cyclic loading tests was performed to investigate the effects of ...
In recent decades Lithuania has witnessed an increase in road construction and reconstruction works ...
In this paper results of tests to assess the effect of mechanical damage (generally associated with ...
Damage during installation (DDI), creep and creep rupture behavior of geosynthetics have been subjec...
This paper contributes to better understanding how installation damage of geosynthetics can affect t...
One of the main questions in using geosynthetics in civil works or ground applications is their dura...