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�� , i <br /> 4 s� � <br /> � ! ; � <br /> �.�.:: , <br /> ; <br /> ��� ' /c��QapQ�a° � <br /> Q�� ReInforced Soi1 Walls <br /> My � . Sample Design, Y = 27� (See�uetreNomonpspeS.) <br /> �! �c~9 E�es�d Tw� Ne.12"Mide G�id No. Giid Geoprid►��een�nt N HeipAt,H op(ft),�Eeve b�se elewion <br /> '°d �'v H�ipht Hdyht t"hipA Typa Grid Lenpth L� MwiAer <br /> N H.Ih) �r.pq ca.s.s c.s.N �.yers �,f�U � z � � s a <br /> 7.� 1.0 �6 � 2 �.S 1.� 2.7 <br /> � �d ^ �.t sA � M�4 2 �.s t.� 2.7 • <br /> S.7 6.7 10 2 �.S 1.9 7.� <br /> d7 ~c� N 6.0 7.� 11 .......- � �.S 1.7 �.� �.7 <br /> p;4 7.� �.7 1� C�se t ] 6.0 ' 0.7 2.7 S.� <br /> V �.0 9.� 1� k'^� � 6.0 0.7 2.7 1.7 6.7 <br /> � y 10.0 11.� 1T 4•0psf S 7.0 0.7 2.0 �.0 6.0 �.0 <br /> H <br /> � � 7.� �.7 6 M�d Z S.S 1.7 2.7 . <br /> N �.� S.� � ST 2 S.S 1.� 2.7 <br /> �w W S.7 6.7 _ 10 � 6.5 1.7 2.7 �.0 <br /> N 6.0 7.� 11 ----"' � 7.0 1.7 2.7 �7 <br /> y t�.7 7.�-_ .. hY iJ C�.s� 2 � 7.5 0.7 2.7 �.0 6.0 <br /> H 6� �.0 �'9.7 1� kvel S t.0 0.7 2.0 �.� �3 6.T . � <br /> - 10.0 11.7 17 q=250Dsf � 9.0 Toen�nyl�yerstosAowMrt <br /> � �.� �.7 6 M�d 2 S.S 1.7 2.7 <br /> W �.� 5.7 � ST 2 S.S 1.� 0.� <br /> H 5.7 6.7 10 � 6.S 0.7 2.7 1.7 <br /> < 6.0 7.7 11 t�se 2 � 7.5 1.7 2.7 �.7 <br /> V 7.� 1.7 1� � t.5 0.7 2.0 �.0 6.7 <br /> � � t.0 9.] 14 ]:1(H:Y) ,� 9.5 0.7 2.0 �.0 6.7 <br /> �� 10.0 11.9 17 B�eksloP� 6 11.0 0.7 1.9 2.7 �.0 6.0 t.7 <br /> Note:Theee ehvte ve applicaDle foreite eoib,when ii�a 27,the moi�t uru't veiphl i�c 125pef. <br /> 1� �j TNo i�lypie�furndy or eilryel�y�wfth PI<20(CL,My md day-��nd onome eltav�d <br /> -� '� mi�Quree(SC,SM). <br /> 1.SunDle daipn�to De ueed forpreliminvydaipn oNywhen�etutleoi,peometryvid <br /> eurehvpe cond�fone ve coneerv�tively repreeented bythe u�umptione aDove. <br /> '-' � In�AeRu�tione,thetindu-bwltdesipnehoWdDepedormedbyaqu�Gfiedenpineer , <br /> u�inp�ctu�deeipn con�lone f orthe propoeed�ite <br /> 1�� � 2, S�mple deefpne have been prepved exlwively fa lhe u�e of MIRAGRID STpeoprid <br /> " reinforeemmtfor�llaye�. Noeubet�lutal <br /> 3. Mi�imum f�eto� of etlety: 1.S Ior intem�reinf oreement rupture�nd puqout, i.51or <br /> - � e�demd�lidinp,vid2.01ore�emdoveduminpv�dbev(npapeeity. NoproN�lon <br /> orv�tly�ie ineluded f o r ploD�etaDBity. <br /> � �� 1. SunplednipnereQuireadeQuetednin�peprovieioneforwAf�IvidD�ekfip. <br /> S. Sample daipn�bued on 12"StoneWdlf�cinp uru't.MIRNGRID ST ehould e�Qend <br /> to the front lace�hell of the StoneW�ll urul. <br /> �.-=� 6. In Cuee 2�3,vhen the lop eou�e ol SloneW�ll i�pred erthv�2.5 f eet Iromthe <br /> t o p ol lh e w�ll,ad d a e h o�t(L�3.0')e ecti on of MIFiA+GRID 5T 1.9'Irom th e top of v�G. <br /> T o t h e beel of o ur kn ow1 e d p e,t he inl ortnetion c ontdn e d h erein i��ee unt e. Hov ever StoneW�q Lvi d�cap e Sy�t em�,Inc. <br /> end Miriti,Inc.cenn ot s�e um e any lisbility vhd�o ever f ort h e¢c uney or c om pleten eo�of t h e inf ormeti on c onlein e d <br /> herein. Finddetertninetionolwitabilityolanymderidi�the�olereepomibiiityoftheueer. I <br /> 4 <br />