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Cbr Values Of Soil Types

 
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 MessagePosté le: Lun 26 Sep - 22:48 (2016)    Sujet du message: Cbr Values Of Soil Types Répondre en citant




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Cbr Values Of Soil Types

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CommentaryNo,,definitive,,studies,,have,,been,,conducted,,to,,date,,to,,provide,,guidance,,on,,differences,,between,,measured,,MR,,from,,the,,various,,laboratory,,test,,protocols.,,NCHRP,,,1-37A,,,(Level,,,2,,,Inputs),,,See,,,Table,,,5-34,,,for,,,correlations,,,between,,,MR,,,and,,,various,,,material,,,strength,,,and,,,index,,,properties.,,,Finally,,,the,,triaxial,,cell,,used,,for,,the,,repeated,,load,,triaxial,,test,,can,,also,,be,,employed,,in,,static,,testing.,,200,,sieve,,sizePI,,=,,plasticity,,index,,(%)AASHTO,,T27-Sieve,,Analysis,,of,,Coarse,,and,,Fine,,AggregatesAASHTO,,T90-Determining,,the,,Plastic,,Limit,,and,,Plasticity,,Index,,of,,Soils,,Dynamic,,Cone,,PenetrationcCBR,,=,,292,,/,,(,,DCP1.12,,)CBR,,=,,California,,Bearing,,Ratio,,(%)DCP,,=,,Penetration,,index,,,in./blowASTM,,D6951-Standard,,Test,,Method,,for,,Use,,of,,the,,Dynamic,,Cone,,Penetrometer,,in,,Shallow,,Pavement,,Applications,,Correlations,,should,,be,,applied,,to,,similar,,conditions,,-,,i.e.,,,CBR,,measured,,at,,optimum,,moisture,,and,,density,,vs.,,NCHRP,,,1-37A,,,strongly,,,recommends,,,against,,,use,,,of,,,the,,,older,,,Heukelom,,,and,,,Klomp,,,(1962),,,correlation,,,Eq.,,,Table,,,5-27.,,,Hierarchical,,,,input,,,,levels,,,,for,,,,unbound,,,,material,,,,stiffness,,,,in,,,,the,,,,NCHRP,,,,1-37A,,,,Design,,,,Guide,,,,(NCHRP,,,,1-37A,,,,,2004).,,,,It,,,is,,,the,,,single,,,most,,,important,,,unbound,,,material,,,property,,,input,,,in,,,most,,,current,,,pavement,,,design,,,procedures.,,,Stabilometer,,,,or,,,,R-Value.,,,,

Typical,,ranges,,for,,k1,,and,,k2,,coefficients,,in,,Eq.,,Some,,,,suggestions:,,,,Go,,,,back,,,,to,,,,the,,,,last,,,,page,,,,Go,,,,to,,,,the,,,,home,,,,page,,,,..,,,,The,,,,most,,,,severe,,,,limitation,,,,of,,,,the,,,,triaxial,,,,cell,,,,is,,,,its,,,,ability,,,,to,,,,simulate,,,,rotation,,,,of,,,,the,,,,principal,,,,stress,,,,axes,,,,and,,,,shear,,,,stress,,,,reversal.,,,,Laboratory,,,DeterminationDetermined,,,as,,,part,,,of,,,resilient,,,modulus,,,test,,,(see,,,Section,,,5.4.3.).,,,Consequently,,,,,it,,,,continues,,,,to,,,,be,,,,used,,,,in,,,,practice.,,,,Fractured,,,,PCC,,,,Slabs,,,,Rehabilitation,,,,designs,,,,for,,,,AC,,,,overlays,,,,over,,,,badly,,,,damaged,,,,PCC,,,,existing,,,,pavement,,,,frequently,,,,require,,,,fracturing,,,,(crack,,,,and,,,,seat,,,,,etc.),,,,or,,,,rubblizing,,,,of,,,,the,,,,existing,,,,concrete,,,,slabs.,,,,CommentaryMost,,CBR,,testing,,is,,laboratory,,based;,,thus,,,the,,results,,will,,be,,highly,,dependent,,on,,the,,representativeness,,of,,the,,samples,,tested.,,

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