Sand-geotextile interface characterisation through monotonic and cyclic direct shear tests

CS Vieira, MDL Lopes… - Geosynthetics …, 2013 - icevirtuallibrary.com
For the design and performance analyses of geosynthetic-reinforced soil structures under
repeated loading, such as those induced by compaction, traffic and earthquakes, the …

Geosynthetic applications—general aspects and selected case studies

SK Shukla - Geosynthetics and their Applications, 2002 - icevirtuallibrary.com
Geosynthetics and their applications : 15. Geosynthetic applications — general aspects and
selected case studies Page 1 15 Geosynthetic applications Ð general aspects and selected …

Soil geosynthetic interaction: design parameters from experimental and theoretical analysis

N Moraci, G Cardile, D Gioffrè, MC Mandaglio… - Transportation …, 2014 - Springer
The main objective of this paper is to discuss the experimental and theoretical approaches
developed by different researchers in order to understand and to evaluate the soil …

Time-dependent stress–strain behaviour due to viscous properties of geogrid reinforcement

D Hirakawa, W Kongkitkul, F Tatsuoka… - Geosynthetics …, 2003 - icevirtuallibrary.com
A series of conventional and unconventional tensile tests were performed on six types of
geosynthetic reinforcement to evaluate their viscous properties. It is shown that the …

The influence of a cyclic loading history on soil-geogrid interaction under pullout condition

G Cardile, M Pisano, N Moraci - Geotextiles and Geomembranes, 2019 - Elsevier
The knowledge of soil-geosynthetic interface behaviour is a key point in the design of
geosynthetic-reinforced soil structures. The pullout ultimate limit state can be reproduced …

Influence of cyclic tensile loading on pullout resistance of geogrids embedded in a compacted granular soil

N Moraci, G Cardile - Geotextiles and geomembranes, 2009 - Elsevier
This paper deals with some results of a wide experimental research carried out in order to
study factors affecting cyclic and post-cyclic pullout behaviour of different geogrids …

Unified design approach to geosynthetic reinforced slopes and segmental walls

D Leshchinsky, H Ling, G Hanks - Geosynthetics International, 1995 - icevirtuallibrary.com
Geosynthetic reinforced slopes and walls are being increasingly constructed to perform as
permanent structures. Facing blocks are used to improve the aesthetic appearance of walls …

Deformative behaviour of different geogrids embedded in a granular soil under monotonic and cyclic pullout loads

N Moraci, G Cardile - Geotextiles and Geomembranes, 2012 - Elsevier
This paper deals with the results of a wide experimental research carried out in order to
study factors affecting the cyclic and post-cyclic pullout behaviour of different geogrids …

Geosynthetic-reinforced soil walls and slopes—seismic aspects

RJ Bathurst, K Hatami, MC Alfaro - Geosynthetics and their …, 2002 - icevirtuallibrary.com
14.1. Introduction 14.2. Material properties under dynamic loading 14.3. Seismic analysis
and design of walls and slopes 14.4. Physical testing of model walls and slopes 14.5 …

Creep and stress relaxation of geogrids

D Leshchinsky, M Dechasakulsom… - Geosynthetics …, 1997 - icevirtuallibrary.com
Most research on the long term behavior of geosynthetics has focused on creep; very little
data is available on the stress relaxation behavior of geogrids. Consideration of both creep …