MULTI-MODULUS EARTH REINFORCING GEOTEXTILE
The invention relates to a geosynthetic for soil reinforcement which has, in a representation of the variation of the modulus of the geosynthetic with the deformation in the x-axis and the applied tension in the y-axis, at least two separate elongation areas under tension in at least one direction,...
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| creator | AURAY, Germain TANKERE, Jacques DELMAS, Philippe DUCOL, Jean-Paul |
| description | The invention relates to a geosynthetic for soil reinforcement which has, in a representation of the variation of the modulus of the geosynthetic with the deformation in the x-axis and the applied tension in the y-axis, at least two separate elongation areas under tension in at least one direction, respectively: a first major elongation area for deformation of the geosynthetic comprised between 0 % and a limit comprised between 0.5 % and 6 % in at least one direction for tensions of 0 and 10 to 400 kN/m corresponding to this limit deformation; and a second elongation area, beyond said first elongation area, characterised by a maximum deformation of 2 % to 20 % in at least one direction for tensions of 100 to 3000 kN/m at least, corresponding to said maximum deformation. The difference in the elongation areas is due to the nature of the threads that make up the geosynthetic and/or the structure of said geosynthetic. |
| format | Patent |
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The difference in the elongation areas is due to the nature of the threads that make up the geosynthetic and/or the structure of said geosynthetic.</description><language>eng ; hun</language><subject>BRAIDING ; EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; KNITTING ; LACE-MAKING ; NON-WOVEN FABRICS ; SOIL SHIFTING ; TEXTILES ; TRIMMINGS ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2022</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20220628&DB=EPODOC&CC=HU&NR=E057836T2$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76290</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20220628&DB=EPODOC&CC=HU&NR=E057836T2$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>AURAY, Germain</creatorcontrib><creatorcontrib>TANKERE, Jacques</creatorcontrib><creatorcontrib>DELMAS, Philippe</creatorcontrib><creatorcontrib>DUCOL, Jean-Paul</creatorcontrib><title>MULTI-MODULUS EARTH REINFORCING GEOTEXTILE</title><description>The invention relates to a geosynthetic for soil reinforcement which has, in a representation of the variation of the modulus of the geosynthetic with the deformation in the x-axis and the applied tension in the y-axis, at least two separate elongation areas under tension in at least one direction, respectively: a first major elongation area for deformation of the geosynthetic comprised between 0 % and a limit comprised between 0.5 % and 6 % in at least one direction for tensions of 0 and 10 to 400 kN/m corresponding to this limit deformation; and a second elongation area, beyond said first elongation area, characterised by a maximum deformation of 2 % to 20 % in at least one direction for tensions of 100 to 3000 kN/m at least, corresponding to said maximum deformation. The difference in the elongation areas is due to the nature of the threads that make up the geosynthetic and/or the structure of said geosynthetic.</description><subject>BRAIDING</subject><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>KNITTING</subject><subject>LACE-MAKING</subject><subject>NON-WOVEN FABRICS</subject><subject>SOIL SHIFTING</subject><subject>TEXTILES</subject><subject>TRIMMINGS</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2022</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZNDyDfUJ8dT19XcJ9QkNVnB1DArxUAhy9fRz8w9y9vRzV3B39Q9xjQjx9HHlYWBNS8wpTuWF0twMim6uIc4euqkF-fGpxQWJyal5qSXxHqGuBqbmFsZmISFGxsSoAQCFqyWk</recordid><startdate>20220628</startdate><enddate>20220628</enddate><creator>AURAY, Germain</creator><creator>TANKERE, Jacques</creator><creator>DELMAS, Philippe</creator><creator>DUCOL, Jean-Paul</creator><scope>EVB</scope></search><sort><creationdate>20220628</creationdate><title>MULTI-MODULUS EARTH REINFORCING GEOTEXTILE</title><author>AURAY, Germain ; TANKERE, Jacques ; DELMAS, Philippe ; DUCOL, Jean-Paul</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_HUE057836TT23</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng ; hun</language><creationdate>2022</creationdate><topic>BRAIDING</topic><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>KNITTING</topic><topic>LACE-MAKING</topic><topic>NON-WOVEN FABRICS</topic><topic>SOIL SHIFTING</topic><topic>TEXTILES</topic><topic>TRIMMINGS</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>AURAY, Germain</creatorcontrib><creatorcontrib>TANKERE, Jacques</creatorcontrib><creatorcontrib>DELMAS, Philippe</creatorcontrib><creatorcontrib>DUCOL, Jean-Paul</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>AURAY, Germain</au><au>TANKERE, Jacques</au><au>DELMAS, Philippe</au><au>DUCOL, Jean-Paul</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>MULTI-MODULUS EARTH REINFORCING GEOTEXTILE</title><date>2022-06-28</date><risdate>2022</risdate><abstract>The invention relates to a geosynthetic for soil reinforcement which has, in a representation of the variation of the modulus of the geosynthetic with the deformation in the x-axis and the applied tension in the y-axis, at least two separate elongation areas under tension in at least one direction, respectively: a first major elongation area for deformation of the geosynthetic comprised between 0 % and a limit comprised between 0.5 % and 6 % in at least one direction for tensions of 0 and 10 to 400 kN/m corresponding to this limit deformation; and a second elongation area, beyond said first elongation area, characterised by a maximum deformation of 2 % to 20 % in at least one direction for tensions of 100 to 3000 kN/m at least, corresponding to said maximum deformation. The difference in the elongation areas is due to the nature of the threads that make up the geosynthetic and/or the structure of said geosynthetic.</abstract><oa>free_for_read</oa></addata></record> |
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| language | eng ; hun |
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| subjects | BRAIDING EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING KNITTING LACE-MAKING NON-WOVEN FABRICS SOIL SHIFTING TEXTILES TRIMMINGS UNDERGROUND OR UNDERWATER STRUCTURES |
| title | MULTI-MODULUS EARTH REINFORCING GEOTEXTILE |
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