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Data set: GeoStrap ® Reinforcement (00.03.000)

Full name
GeoStrap ® Reinforcement
Location
IN
Reference year
2021
Valid until
2026
Reference flow(s)
Type
EPD
Parameterized?
no
LCIA results included?
yes
Category
Synonyms
Use advice for data set
This EPD covers the cradle to gate with options scope with following modules; A1 (Raw material supply), A2 (Transport) and A3 (Manufacturing), A4 (Transport), A5 (Installation into the structure) as well as C1 (Deconstruction), C2 (Transport at end-of-life), C3 (Waste processing) and C4 (Disposal). In addition, module D - benefits and loads beyond the system boundary is included.
Data set use approval
General comment
Allocation is required if some material, energy, and waste data cannot be measured separately for the product under investigation. In this study, as per following order; Allocation is based on annual production rate and made with high accuracy and precision. The values for 1 kg of the produced product which is used within this study are calculated by considering the total product weight per annual production. According to the ratio of the annual production of the declared product to the total annual production at the factory, the annual total energy consumption, packaging materials and the generated wastes per the declared product are allocated. Note that the product output (meaning that the product is installed, all the losses/waste along the way being deduced) is fixed to 1 kg and the corresponding amount of product is used in the calculations. In the production covered by this EPD, several grades of products are included; since the production processes of these products are similar, allocations is taken as directly proportional to the linear weight of the product according to the table in annex 3. This LCA study is conducted in accordance with all methodological considerations, such as performance, system boundaries, data quality, allocation procedures, and decision rules to evaluate inputs and outputs. All estimations and assumptions are given below. - Module A1: For raw materials, when several suppliers are involved, a barycentric approach is performed on transportation distances and modes (i.e. the averages take into account weights according to the percentage of supply between the different suppliers). - Module A2: Additional transport is considered for the wood pallet used with a conservative default value of 300km by truck. - Module A3: All ancillary and packaging materials volumes per 1kg of produced product are coming from average consumption on a representative annual production. Transportation scenario are conservative values. Electricity consumption for 1kg of produced product is obtained by dividing the reported annual electricity consumption by the annual weight of product produced. Note that the electricity datapoint is taken to fit with the actual location of the plant. Same principle is applied for wastewater and percentage of waste for raw materials (averages done over a representative year of production). - Module A4: Transportation doesn’t cause losses as products are packaged properly. Also, volume capacity utilisation factor is assumed to be 1 for the nested packaged products. Additionally, an average transportation scenario is based on a barycentric approach (i.e. averages distances observed along a representative year). - Module A5: A productivity ratio has been used to allocate the excavation/compaction works (diesel machine operation in hours and translated in liters) needed to install the whole system (panels, reinforcements and backfill). It is based on an average reinforcements density and onsite building productivity ratio for a typical reinforced soil structure. Note that this system involves concrete panels (most common application). Other devices and elements for the system to be able to work are included in this section (backfill + panel). Additionally, 5% of waste on GeoStrap ® is considered during the implementation onsite. Since the treatment of the wood pallet depends on the worksites, it is considered untreated for conservatism with associated direct biogenic carbon emissions. - Module C1: A demolition ratio is used to allocate the required operation of diesel machines (expressed in hours and translated in liters of diesel) for dismantling the reinforced soil structure system (panels, reinforcements and backfill). As for the installation phase, this ratio has been calculated taking into account an average reinforcements density and onsite demolition productivity ratio for a typical reinforced soil structure. - Module C2: Transportation distance to the closest disposal area is estimated as 50 km and the transportation method is assumed as lorry which is the most common. - Module C3, C4, D: The end-of-life product is assumed to be 100% treated through waste disposal in a municipal solid waste incinerator (MSWI) without any recovery or recycling as per a conservative scenario. Hence, there is no benefit from the reusing, recycling or recovery. Note for all transportation by truck: Vehicle capacity utilization volume factor is assumed to be 1 which means full load. In reality it may vary but as the role of transportation emission in total results is small and so the variety in load assumed to be negligible. Empty returns are not taken into account as it is assumed that return trip is used by transportation companies to serve the needs of other clients. Allocation used in Ecoinvent 3.6 environmental data sources follows the methodology ‘allocation, cut-off by classification’. This methodology is in line with the requirements of the EN 15804 - standard. The study does not exclude any modules or processes which are stated mandatory in the EN 15804:2012+A2:2019 and the applied PCR. The study does not exclude any hazardous materials or substances. The study includes all major raw material and energy consumption. All inputs and outputs of the unit processes, for which data is available for, are included in the calculation. There is no neglected unit process more than 1% of total mass or energy flows. The module specific total neglected input and output flows also do not exceed 5% of energy usage or mass. The study does not exclude any modules or processes which are stated mandatory in the EN 15804:2012+A2:2019 and RTS PCR. Excluded modules are use stage modules (B1-B7), which are not mandatory according to the RTS PCR. The study does not exclude any hazardous materials or substances. The study includes all major raw material and energy consumption. All inputs and outputs of the unit processes which data are available for are included in the calculation. There is no neglected unit process more than 1% of total mass and energy flows. The total neglected input and output flows do also not exceed 5% of energy usage or mass. The life cycle analysis includes all industrial processes from raw material acquisition to production, distribution and end-of-life stages. The production of capital equipment, construction activities, and infrastructure, maintenance and operation of capital equipment, personnel-related activities, energy and water use related to company management and sales activities are excluded.
LCI Method Principle
LCI Method Approaches
No records found.
Completeness of product model
No statement
Reviews
  • Independent external review by
License and access conditions
Copyright
yes
License type
Free of charge for all users and uses
Access information
None
Owner of data set
Geoquest India Private Limited
Technical purpose
GeoStrap ® reinforcements consist in a strip composed of discrete channels filled with closely packed high tenacity Polyethylene terephthalate yarns (PET). PET yarns are encased in a linear low density polyethylene sheath (LLDPE) and manufactured through a co-extrusion process. GeoStrap ® are CE certified for reinforcement applications and approved by the BBA (British Board of Agreement) and NTPEP (National Transportation Product Evaluation Program - USA). Raw material choices have been carried out based on the recommendation for Geotextiles given in the international technical report ISO/TS 13434 and ISO/TR 20432 as well as a large series of study performed by Geoquest over the past decades. All the raw materials used for GeoStrap ® strip manufacturing are qualified and approved by Geoquest technical department. GeoStrap ® reinforcements are suitable for a large range of soil reinforcement applications, usually with concrete, steel or other material facing panels, such as Reinforced Earth ® MSE (Mechanically Stabilized Earth) structures, steep slopes, reinforced embankments and more globally all kind of soil/structure interface systems involving such reinforcements for structures for an extended array of market segments: roads and motorways, environment, railways, Environmental Product Declaration created with One Click LCA hydraulic works, mining, industry, energy, commercial, housing or military. Wide ranges of physical, chemical and biological conditions found in reinforced soil structures can be addressed by the GeoStrap ® reinforcements. Contact us for more details. GeoStrap ® reinforcements consist in a strip composed of discrete channels filled with closely packed high tenacity Polyethylene terephthalate yarns (PET). PET yarns are encased in a linear low density polyethylene sheath (LLDPE) and manufactured through a co-extrusion process. Some additives are also used but only represent less than 1% in mass when all added with an impact on the indactors even lower.
Input Products
No records found.
Co-Products
No records found.
Data set version
00.03.000
Time stamp (last saved)
2025-10-23T16:21:13
Data set format
Compliance systems
  • EN 15804+A2 (Overall compliance: Fully compliant)
  • ISO 14025 (Overall compliance: Fully compliant)
  • ISO 21930 (Overall compliance: Fully compliant)
Tag
Registered in
Process is not registered in any registry
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