Monoaksijalne Geomreže
Armiranje tla za stabilne konstrukcije
Geomreže se uglavnom koriste za potrebe armiranja, s obzirom na njihovu specifičnu strukturu koja može da obezbedi neophodnu čvrstoću za ojačanje materijala za ispunu i njihovu sposobnost da ograniče čestice tla koje se zadržavaju u otvorima same mreže. Monoaksijalni tip karakteriše glavna zatezna čvrstoća, obično u MD smeru, gde su CMD performanse svedene na minimum kako to zahteva tehnologija geomreže proizvodnje.
ParaGrid
High tenacity core with a thick PE coating with strength from 30 to 200 kN/m to be used in standard soil reinforcement applications (mostly retaining structures) in any soil including aggressive ones characterized by high values of ph
ParaGrid HF
Similar to ParaGrid as structure but mostly used in combination with Terramesh units as primary reinforcement. Their strength varies from 90 to 250 kN/m and can be used in any soil including aggressive ones characterized by high values of ph
ParaLink
Again a strip based structure mostly used in basal reinforcement applications (but not exclusively) as piled embankment foundations, sink holes application or foundation on soft soils. Their strength varies from 300 to 1600 kN/m and can be used in any soil including aggressive ones characterized by high values of ph
ParaDrain
Similar to ParaGrid but with a draining capacity in the MD direction obtained by shaping the strips with a channel profile closed by a geotextile filter. This unique composite is designed to be used with very thin or cohesive soils in very demanding geotechnical situations.
Paragrid W
An enhanced high performance knitted geogrid characterized by a very high modulus and the lowest reduction factors. Designed for standard soil reinforcement application with a specific focus on segmental wall applications. This family is suitable for use with standard soils characterized by 4</=ph</=9
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AGRIPORT, MAYDON WHARF
A 12 000m² warehouse for storage of thousands of tons of soya had to be built on of low bearing, silty, fine hydraulic fills which are up to 4m in depth at the Durban Harbour area. These hydraulic fills are underlain by silty sand horizons which are interspersed by sandy clay and sandy clayey silts, which vary from 2m to about 20m in thickness. Calcareous sandstone, soft shale and siltstones were also found at depths of between 25-27m below ground. The water table was at 1. 6m below natural ground. The client needed the structure to be finished as quickly as possible. The challenge was to provide a suitable foundation to carry such huge loads, on such poor founding conditions, in the quickest time.
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AZUDES SITIO RAMSAR RÍO DESAGUADERO
This Ramsar site consists of a system of interlinked lagoons and marshes covering an area of 960,000 ha. Most of these lagoons and marshes are considered extinct due to natural phenomena and anthropic action. Among the actions undertaken for the restoration of the system, the construction of six dams along the Desaguadero riverbed was planned, with the aim of guaranteeing that during flood events the river overflows and feeds the lagoons and marshes.
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BE-ANTWERP MALINAS
The access road of a new retail center has been planned in Mechelen, Belgium, to let customers easily drive to the new shopping mall. Initially, the retaining wall for the ramp leading to the bridge abutment had been planned as a concrete L-retaining wall, but, thanks to the technical support of Maccaferri, the design has been changed in favour of 530 sqm MacRes System with 12. 000 lm of ParaWeb reinforcement. Due to the bad foundation soil characteristics, the contractor asked Maccaferri´s support also for the calculation and delivery of 1. 100 sqm of ParaLink 950 as basal reinforcement over piles. Smooth standard panels have been chosen.
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