tensar ss geogrids
DESCRIPTION
geomrezeTRANSCRIPT
8For further information please contact: WTB Geotechnics, Earl Russell Way, Lawrence Hill, Bristol BS5 0WT. Tel: 0845 600 5505 Fax: 0845 609 2525 E-mail: [email protected] Web: www.geotechnics-uk.comDisclaimer: The information in this brochure is to the best of our knowledge true and accurate, but all recommendations or suggestions are made without guarantee. Since the conditions of use are beyond their control, WTB Geotechnics disclaim any liability for loss or damage suffered from the use of these data or suggestions. Furthermore no liability is accepted if use of any product in accordance with these data or suggestions infringes any patent. WTB Geotechnics reserve the right to change product specifi cations without further notifi cation.
Tensar SS Geogrids
Typical dimensions (mm)
Code AL AT WLR WTR tJ tLR tTR
SS20 39 39 2.2 2.4 4.1 1.1 0.8
SS30 39 39 2.3 2.8 5.0 2.2 1.3
SS40 33 33 2.2 2.5 5.8 2.2 1.4
SSLA20 65 65 4.0 4.0 4.4 0.8 0.8
SSLA30 65 65 4.0 4.0 7.0 1.7 1.5
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ids
Physical characteristics
Code Quality Control Strength (kN/m)
Ultimate (1) at 2% strain (1) Minimum Unit weight Roll Transverse Longitudinal Transverse Longitudinal Polymer carbon (g/m2) dimension black (m) content %
SS20 20 20 7.0 7.0 Polypropylene 2 220 50 x 4
SS30 30 30 10.5 10.5 Polypropylene 2 330 50 x 4
SS40 40 40 14 14 Polypropylene 2 530 30 x 4
SSLA20 20 20 8 7 Polypropylene 2 220 50 x 3.8
SSLA30 30 30 12 11 Polypropylene 2 330 50 x 3.8
0832-CPD-5001SS Geogrid
Notes(1). Determined in accordance with BS EN ISO 10319:1996 and as a lower 95% confi dence limit in accordance with ISO 2602:1980 (BS 2846:Part 2:1981).
Tensar Biaxial Geogrids
Tensar Biaxial Geogrids combine major cost savings with considerable performance benefi ts in granular capping and sub-base layers which help our customers enjoy the following proven benefi ts:
• Savings in granular thickness up to 40% with no performance loss • Increased design life by a factor of 3 • Reduction of excavated soil together with conservation of natural aggregates • Reduced disturbance and weakening of sensitive sub-grade formations • Improved fi ll compaction • Control of differential settlement • Spanning voids
Repairs