PROPERTY SPECIFICATIONS FOR TENSAR UNIAXIAL CEOCRIDS*
<br /> Index Properties
<br /> Tensile Strength @ 5%Strain 27(1.850) 31(2.130) 52(3 560) 58(1980) 75(S,140) 95(6,510)
<br /> (kN/m(Ib/ft))
<br /> Ultimate Tensile Strength
<br /> (kN/m(Ib/ft)) 58(3,970) 70(4,800) 114(7,810) 144(9,870) 175(11,990) 210(14,390)
<br /> i
<br /> )unction Strength
<br /> (kN/m(Iblft)) 54(3.690) 66(4.520) HK(7.200) 135(9.250) 160(10.970) 180(12,340)
<br /> Flexural Stiffness i
<br /> (mg-an) 500.000 730.000 5,100,000 6.000,000 9,075,000 9,500.000
<br /> d Capacity
<br /> .-
<br /> Maximum Allowable(Design) 212(1.450) 25.6(1760) 418(2.860) 52.7(3.620) 64-1(4,390) 74-1(5.080)
<br /> Strength(kN/m(Ib/ft))
<br /> Recommended Allowable Strength Reduction Factors
<br /> Minimum Reduction Factor 1.05 1.05 1.05 1..05 1.05 1.06
<br /> for Installation Damage(RF
<br /> Reduction Factor for Creep 2.60 2.60 2.60 260 2.60 2.70
<br /> for 120 yr design life(RF,,)
<br /> Minimum Reduction Factor 1.00 1170 1-00 1100 1.00 1-00
<br /> for Durability(RF)
<br /> -..;,r .-. i;fr tri--.' rot v rr- It s-h_resv.;-- and:
<br /> uses 4o' Res,zi, 3:r1 ... 1+- ....1_ ..Ci-..
<br /> MEt3C9:.fl;1„i11�LY•,^,t II �_- _:,H..__. - r•-- -_,-•,_ -di17-_ _.�h�ir�.. .; �.::�. ::-dt : _. __ E _ ..__ ..
<br /> rerneflV'a..he pure nase+cr sir 3f air p•ad,r,*< -.-e-`i.�t--=ao:.- _.'c:rd ant�:s;r< <p. Fm� a1' e-'= -m'[=n,i '. r•. ... _ --. snsil
<br /> be made w..,.-n three 13:—:onus of.,)d_ct del:,ery and prior to,nstat!at,un `^e appieable:rouutt sped-cat�an superee- a"l prior see r-;:ur;-or tl^e pro._ct �riless
<br /> indicated otherwise.value<shown�re tri;!mum av2raee roll values detencr•.ed it occas;ante a, ASTIv?x439 3uef desrr.paan;of rest procedures are gr;en in the nate,
<br /> tin;nd online at mw:terri
<br /> ,arr
<br /> • p[em r-I'500- E-J :.R-1 rot, .:mrd-.e i>-^`:merry spr,;hca Fns ora rotes lssar�;rA9>.,'h the-.e Tens:,[ UX Geognd proper,v5
<br /> °'UX1800 is only ava;lab!e fur non-ronrerrec s,+,ren s.
<br /> SRW Typical cross-section Rss Typical cross-section
<br /> Cap unit Tensar Turf
<br /> UX Geogrid reinforcement mat
<br /> 1(Min.)
<br /> SRW unit 1 F _
<br /> 1 Reinforce Secondarygeognd Pnmaryogh
<br /> Wall 12.8 fill' Retain
<br /> ed reinforcement fppp�fj
<br /> height �/P—
<br /> varies
<br /> Finished
<br /> grade u in.(min)
<br /> pular fill �Rai '
<br /> Founclaticirt
<br /> Wall
<br /> varies
<br /> Ceogrid • . .
<br /> length varies
<br /> TensarinternatioralCorporation
<br /> 2500 Northwlnds Parkwayill/:
<br /> Suite Tensar Alpharetta.CA 30009
<br /> 800-TENSAR-1
<br /> • tersarcorp coin
<br /> 2012,Tersar Ir,ernatlonal Corporation Certain products and/or applications desrnhed Of'ikistra'.ed herein arF pratF-red Under c le 1P more
<br /> U.S.patents.Other U S.patents are peridmg,and ceitam fore,g-i patents and patent application;nay also e,j$t.71adernarlc rights also apply
<br /> as mchcared hrrem Final determination of the suitandity of any rrform&ion or material for the use c�ntemplatrd,and ns manner of use i.
<br /> the soie responsibility of the user Purred in the U S A UX_FLV_7.12
<br />
|