TY - GEN
T1 - Sustainable and environmentally friendly reinforced soil slopes and walls constructed with draining geogrids
T2 - 11th International Conference on Geosynthetics 2018, ICG 2018
AU - Brusa, Nicola
AU - Naughton, Patrick J.
AU - Scotto, Moreno
N1 - Publisher Copyright:
Copyright © 11th Inter. Conf. on Geos. 2018, ICG 2018. All rights reserved.
PY - 2018
Y1 - 2018
N2 - Research has shown that geotechnical engineers and the construction industry in general like to think of themselves as working to benefit the environment and providing for future generations in tandem, if not always in harmony, with nature. However, engineers still prefer to work with high quality and expensive imported granular fill, rather than seriously consider using recycled spoil generated as part of construction activities. Engineers can design reinforced soil structures using marginal poorly drained fills without the need to import granular fill, which has both cost and environmental implications. Marginal fills typically have high silt and/or clay contents which, when loaded, have the potential to generate excess pore water pressures in the structural backfill. Poor drainage in the structural fill reduces the available strength of the fill, thus reducing the bond between the fill and the geogrid reinforcement. Therefore, to use marginal fill efficiently, adequate drainage must be provided in the reinforced soil structure. By using a novel geocomposite that combines reinforcement and drainage into a geogrid sustainable and environmentally friendly slopes and walls can be designed and constructed. Between 2015 and 2017 an innovative design methodology and approach for the construction of reinforced slopes and walls, up to 17m in height, with low-permeability fills was successfully used in the UK. The design and construction experience gained in the UK is presented to confirm the effectiveness of the system and given engineers confidence in the use of marginal fills in reinforced soil systems.
AB - Research has shown that geotechnical engineers and the construction industry in general like to think of themselves as working to benefit the environment and providing for future generations in tandem, if not always in harmony, with nature. However, engineers still prefer to work with high quality and expensive imported granular fill, rather than seriously consider using recycled spoil generated as part of construction activities. Engineers can design reinforced soil structures using marginal poorly drained fills without the need to import granular fill, which has both cost and environmental implications. Marginal fills typically have high silt and/or clay contents which, when loaded, have the potential to generate excess pore water pressures in the structural backfill. Poor drainage in the structural fill reduces the available strength of the fill, thus reducing the bond between the fill and the geogrid reinforcement. Therefore, to use marginal fill efficiently, adequate drainage must be provided in the reinforced soil structure. By using a novel geocomposite that combines reinforcement and drainage into a geogrid sustainable and environmentally friendly slopes and walls can be designed and constructed. Between 2015 and 2017 an innovative design methodology and approach for the construction of reinforced slopes and walls, up to 17m in height, with low-permeability fills was successfully used in the UK. The design and construction experience gained in the UK is presented to confirm the effectiveness of the system and given engineers confidence in the use of marginal fills in reinforced soil systems.
KW - Drainage
KW - Geogrid
KW - Marginal fill
KW - Sustainability
UR - https://www.scopus.com/pages/publications/85099534425
M3 - Conference contribution
AN - SCOPUS:85099534425
T3 - 11th International Conference on Geosynthetics 2018, ICG 2018
SP - 1594
EP - 1601
BT - 11th International Conference on Geosynthetics 2018, ICG 2018
PB - Korean Geosynthetics Society
Y2 - 16 September 2018 through 21 September 2018
ER -