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Paraweb™ consists of discrete bundles of closely packed high strength synthetic fibres, lying parallel to each other, encased in a tough and durable polymeric sheath. This parallel fibre structure and tough polymeric sheath ensures a combination of outstanding properties. The polyester fibres used in the manufacture of Paraweb™ have a number average molecular weight (Mn) of greater than 25,000 and a carboxyl end group count (CEG) of less than 30 as required for soil reinforcement applications
| There are several standard types of Paraweb ™ based on the type of fibre used, and the width of webbing required. For most applications the versatility of Paraweb™ enables specific Paraweb™ products to be tailor made. |
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| Key features of ParaWeb ™ include: |
- First Polymeric material used for Soil Reinforcement anywhere in the world. An experimental Reinforced Soil Wall was constructed using Paraweb™ in 1997 under the auspices of TRRL, UK. Samples of Paraweb™ have been exhumed at intervals over the past 30 years for determination of residual strength. No deviations from expected properties have been found.
- First Reinforced Soil Bridge Abutment was constructed using Paraweb™ in 1981 at Carmarthen Southern Bypass UK.
- Paraweb™ has been used successfully in very aggressive environments like the Middle East for Reinforced Soil Wall. Paraweb™ walls have also survived high intensity earthquakes in countries like Turkey.
- First Reinforced Soil wall was constructed in India using Paraweb in 1988 on NH-1A (Phagwara, Ludhiana)
- Paraweb™ has a 12 year Creep data.
- Millions of square meters of Paraweb™ Reinforced Soil Walls have been constructed all over the globe.
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MESPL acquires 100 % share holding of Sargon Geosynthetics Ltd. |
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MESPL sets up additional DT mesh manufacturing unit and ParaWeb™ Unit at Pune. |
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MESPL bags huge projects with L&T, Surat Irrigation Circle and Soma Enterprises Ltd. |
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