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CONTRACTOR Fulton Hogan Ltd CLIENT Auckland International Airport Ltd ENGINEER Beca Infrastructure Ltd LOCATION Auckland Airport PRODUCT USED Duraforce® AS410 Non Woven Geotextile ADVANCED GEOSYNTHETIC SOLUTIONS TM Duraforce® AS410 Non Woven GeoTextile was used on this major infrastructure project at Auckland International Airport. Contractors Fulton Hogan were excavating for this high load pavement area and uncovered a peat swamp, complete with large partly rotten tree trunks. Geotech engineers from Beca called to the site judged that the swamp was too deep to be economically removed entirely and recommended that only the rotting trees be removed and a non-woven geotextile complying with TNZ F7 strength class C be laid over the swamp, followed by 500mm of hard fill. Duraforce® AS410 was chosen by the contractor and was available for immediate dispatch, allowing the contractor to continue with minimum disruption and maximise the advantage of the favourable weather. These photos show the aggregate used, being a hard angular crushed rock. This demonstrates the excellent puncture resistance and strength of Duraforce® in this application where the dual functions of separation and reinforcement were required. CASE STUDY AUCKLAND AIRPORT RUNWAY DURAFORCE® AS410 NON-WOVEN GEOTEXTILE CIRTEX INDUSTRIES LTD PHONE +64 7 868 9909 FAX +64 7 868 3435 0800 CIRTEX (247 839) | [email protected] | WWW.CIRTEX.CO.NZ

CASE STUDY AUCKLAND AIRPORT RUNWAY · 2017. 10. 24. · case study auckland airport runway duraforce® as410 non-woven geotextile cirtex industries ltd phone +64 7 868 9909 fax +64

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Page 1: CASE STUDY AUCKLAND AIRPORT RUNWAY · 2017. 10. 24. · case study auckland airport runway duraforce® as410 non-woven geotextile cirtex industries ltd phone +64 7 868 9909 fax +64

CONTRACTOR Fulton Hogan Ltd

CLIENT Auckland International Airport Ltd

ENGINEER Beca Infrastructure Ltd

LOCATION Auckland Airport

PRODUCT USED Duraforce® AS410 Non Woven Geotextile

ADVANCEDGEOSYNTHETICSOLUTIONSTM

Duraforce® AS410 Non Woven GeoTextile was used on this major infrastructure project at Auckland International Airport. Contractors Fulton Hogan were excavating for this high load pavement area and uncovered a peat swamp, complete with large partly rotten tree trunks. Geotech engineers from Beca called to the site judged that the swamp was too deep to be economically removed entirely and recommended that only the rotting trees be removed and a non-woven geotextile complying with TNZ F7 strength class C be laid over the swamp, followed by 500mm of hard fill.

Duraforce® AS410 was chosen by the contractor and was available for immediate dispatch, allowing the contractor to continue with minimum disruption and maximise the advantage of the favourable weather.

These photos show the aggregate used, being a hard angular crushed rock. This demonstrates the excellent puncture resistance and strength of Duraforce® in this application where the dual functions of separation and reinforcement were required.

CASE STUDYAUCKLAND AIRPORT RUNWAYDURAFORCE® AS410 NON-WOVEN GEOTEXTILE

CIRTEX INDUSTRIES LTDPHONE +64 7 868 9909 FAX +64 7 868 3435

0800 CIRTEX (247 839) | [email protected] | WWW.CIRTEX.CO.NZ