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USBS/APPUCATIONS <br />A near-vertical gravity retaining wall can be <br />created by reinforcing soil with Miragrid. <br />Appropriate design procedures are a'-^ilable <br />to determine the exact number, length, and <br />vertical spacing of Miragrid, as shown in <br />the wall cross-section below. This assures <br />the reinforced soil volume will function as <br />one coherent gravity mass (block). <br />Wall Applications: The follc^^^^g are topical <br />applications for Miragrid reinforced soil walls: <br />• Conventional Site Retaining Walls <br />• Head Walls/Bridge Abutments <br />• Crusher/Batch Plants <br />• Stream Channelization <br />• Waste Transfer Stations <br />• Blast Walls <br />• Coastal Protection/Sea Walls <br />• Armory Bunker Walls <br />Retaining Walls ^ <br />DIFFERENCE - <br />The Miragrid Difference, Walls; Overall,* <br />Miragrid reinforced soil retaining walls offer a | <br />15% to_50% cost savings oyer conventional ; <br />cast-ih-place coricrele walls between 4 feet] <br />and 25 feet tall, depending on facing option | <br />selected. Additionally, Miragrid offers the <br />following advantages: -.•tj;- -r * <br />• Utilize On-Site Fill . • i • - ’ A <br />• Flexible Retaining Wall accommodates <br />settlement - v, ; <br />• \^ety of Facing Options ^ <br />• Reduced Development Costs I'" ' <br />• More Useable Area Create <br />• Minimize Land Acquisition Coi^ <br />r r » ♦»»* • <br />, r » f •» <br />''' <br />02246/MIT <br />BUYLINE 3760 <br />Facing Options: There are a variety of <br />facing options available to meet your aes ­ <br />thetic and budgetary' requirements* <br />• Treated Timbers <br />• Masonry Block; Common or Architectural <br />• Mortarless Interlocking Precast Concrete <br />Blocks <br />• Boulders •• * - ’ <br />• Wrap-around Miragrid * ^ •* <br />Construction with: <br />•— Encapula^ed Rip-Rap <br />— Shotcrete or <br />— CasMn-Place Concrete Skin ; <br />• Railroad Ties ^* <br />• Brick nr Slone; requires Masonry Block <br />Back-up <br />• Precast Concrete Panels; Interlocking or <br />Full Height <br />.i <br />i-Mr <br />i <br />■-... <br />: I <br />- Vj <br />‘ ' • ‘****‘.V' '*'*'^* • c i ....... <br />fk^[MBf3GrB0nAflViMfmmf9r»D9fW9rCO <br />12 18.5 n. Ngh w9t wtfi Kg^s$on§^ f9cing <br />Kmssvte^ Condo umnjrrsi • C^rr^iridg^ Ort <br />7-24 fr f)igh MirW'jind-fWTfOfced wads with Geowiib* hx^ng <br />GoAoria Shopcinq Cer^ • >tyX/^ <br />20 n htgh was with taartg <br />U*'--x". <br />i .V • • i • • * ( * • M t f I I I « <br />V <br />I _ Compoc*«d 0raino9«,Till <br />CdfVipOC**d HO*iv« So*l <br />0^o>o9« CoTl«c^of* <br />Gravity flow fo itofm to«#r <br />•*‘V- <br />• \ ■ j <br />„ rL * * . .■ j: <br />X / .‘ t-* . <br />•. . \ ' .\'^ A •.■A <br />4: <br />I ■» *' - - '• A >.• <br />-T*'' <br />ItwaBd UvKhcapo Ttmtor hr Mingrtd Soi <br />mt • Gastonia NC <br />MortandConvnon Maaorvy Bkxk Fadnghr Mirwgrtd »vk <br />Soa WaM • ChathtlB NC , ; t <br />r:. .. X.