synopsis seminar 1307 (drc-22.01.2015)

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  • 8/9/2019 Synopsis Seminar 1307 (Drc-22.01.2015)

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      BY : CHANDER SHEIKHARSINGLA

      SE-1311849

      Guide : Dr. H.S. Rai

      Co- Guide : Pro. K.S. Bedi

    M . Tech. THESIS SYNOPSIS

     

    INVESTIGATION OF SHEAR STRENGTH OF

    CONCRETE BY REPLACE ENT OF COARSE

    AGGREGATES AND FINE AGGREGATES BY

    RECYCLED COARSE AGGREGATES AND

    BOTTO ASH

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    CONCRETE WASTE

      Concrete is the world’s second most

    consumed material after water. About

    48 million tonnes per annum solidwaste is produced in india ,which has

    14.5 million tones from construction

    waste. Only 3 used in emban!ments.

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    DE OLITION WASTE

      Out of total Construction demolition

    waste

     4" is concrete•  3" Ceramics

    •  5 #lastics and 5 $etal

    •  1" %ood and 1" other mi&tures

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    ENV

    IRON ENTAL CONCERNS

    • 'or #roduction of -atural A**re*ates

    of 1 tonne , emission of Carbon is".""4 tonne.

    •  'or #roduction of ecycled

    A**re*ates of 1 tonne , emission ofCarbon is ".""/4 tonne.

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    ECO-ENV

    IRON ENTAL

    CONCERNS

     

    ecyclin* reduces the cost by about34) 41 and Carbon dio&ide emission

    by /3)/8.

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    ATER

    IALS WH

    ICH CAN BE

    USED AS AGGREGATES

    IN

    CONCRETE

    1.0lass

    /.la*s3.$inin* and 2uarry %aste

    4.y #roducts from #ower #lants

    5.ubber 

    .#olystrene Concrete

    (.%ood Chip Conrete

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    BOTTO ASH

    ar*e amount of ash is bein*

    produced in industry and specifically

    in #ower #lants . #resently ,only partof it in form of 'ly ash is bein* used

    in cement production and rest of ash

    in of no use and hence disposed offhere and there causin* a maor threat

    to the en6ironment.

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    BOTTO ASH AS

    PART

    IAL REPLACE ENT

    TO FINE AGGREGATES

    esearch wor! is *oin* on

    worldwide for the udicial use of

    bottom ash. One alternati6e bein*

    wor!ed is its use as partial

    replacement to fine a**re*ates in

    concrete production

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    Author’s DESCRIPTION OF

    STUDY

    OUTCOME

    Pai!e K A " e#a$ %&'11(

    Use of Recycled andSecondary aggregates inconcrete: Engineering

    and environmentalconsiderations

    Determination of consistency ofquality of recycled aggregatesgenerated from washing plants, show

    that water quality aects of using RSAin construction are within the limitsset for natural aggregates !he eectsof RSA on the strength anddeformation characteristics ofconcrete and develop performancerelated approaches towards the

    appropriate standardi"ation andspeci#cations of RSA in concrete

    Pare)* D.N"e# a$%&'11(

    Assessment of RecycledAggregate $oncrete

    $oncrete made with this type ofcoarse aggregates can havemechanical properties similar to thoseof conventional concretes and even

    high% concrete is nowadays a possi&legoal for this environmentally sound

    LI+RE+,RE REIE

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    Author’s DESCRIPTION OF

    STUDY

    OUTCOME

    / La0i2a#* e#

    a$%&'11(

    'easi&ility studies on the

    use of recycledaggregates in structuralconcrete elements

     !he initiation of local construction

    wastes is generally not so commonsince the resulatant concrete is oflower in its properties (n this wor) , amethodology for the treatment ofrecycled coarse aggregates from theconcrete waste, is developed!heevaluation of the treated recycled

    aggregate is carried out &y testinginvidual aggregates and sla&s,&eamsand columns!he results indicatedthat the concrete waste can &eutili"ed for ma)ing fresh concreteafter treatment

    Si$a R.. e# a$% &'1'("

    *roperties andcomposition of recycledaggregates fromconstruction anddemolition wastesuita&le for concrete

    production

    *roposed a performance%&asedclassi#cation for theuse of RA inconcrete construction, &ased on theirphysical propertiesSelectivedemolition should &e promoted andenforced whenever possi&le to o&tain

    material with minimum level ofcontamination!he composition and

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    Author’s DESCRIPTION OF

    STUDY

    OUTCOME

    Si!5* /a$)i#" e#

    a$ %&'11(

    $ompressive strength,

    drying shrin)age andchemical resistance ofconcrete incorporatingcoal &ottom ash aspartial or totalreplacement of sand

     !he test results indicate that &ottom

    ash concrete e+hi&it &etterdimensional sta&ility, slightly &etterresistance to sulphuric acid attac) ascompared to conventional concrete*erformance of &ottom ash concreteunder sulphate attac) was almostidentical to that &y control concrete

    ottom ash concrete showed &etterresistance to chloride ion penetration

    Si!5* /a$)i# " e#a$%&'11(

    Eect of coal &ottom ashas partial replacement ofsand on properties ofconcrete

     Eect of coal &ottom ash on theproperties of concrete such aswor)a&ility, &leeding, setting times,compressive strength, split tensilestrength, -e+ural strength, shrin)age,and dura&ility are presented Use ofcoal &ottom ash .$A/ in concrete,properties of coal &ottom ash and itsapplications and eects of $A on

    properties of fresh concrete,mechanical and dura&ility properties

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    OBJECT

    IVES

      +*e 2ri!6i2$e o7e6#ie o #*e 2ro2oed

    reear6* or) i #o #ud #*e *ear#re!5#* 2ro2er# o #*e 6o!6re#e ored7 re2$a6i!5 #*e !a#ura$ 6oare a!d!a#ura$ ;!e a55re5a#e i! 2ar#ia$ 7 #*e

    6oare a55re5a#e re6oered rore66$ed 6o!6re#e a!d #*e 7o##o a*re6oered ro #*e 6oa$ a*.

    A$#*ou5* 2ro2er#ie $i)e 7u$) 2e6i;65rai# a!d 7u$) de!i# o re66$eda55re5a#e a!d 7o##o a* i$$ 7ee0ai!ed a!d #*erea#er #*eir di

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    OBJECTIVES

    • +o ;!d Bu$) 2e6i;6 5rai#" Bu$) de!i#

    o re66$ed 6oare a55re5a#e " Bo##oa* a!d #*eir 6o2ario! i#* #*oe o!a#ura$ a55re5a#e.

    +o ;!d #*e S*ear #re!5#* o di

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    $79O:OO0;

    • >ir# #*e i0 i$$ 7e 2re2ared o 6o!6re#e / &?

     

    • +e# o! 6ee!#

      S#a!dard 6o!i#e!6 #e#

      S2e6i;6 5rai# #e#

     • +e# o! Na#ura$ >i!e a55re5a#e" Coare a55re5a#e

      Siee A!a$i

      Bu$) De!i#

      Bu$) S2e6i;6 Grai#

     

    • A$o +e# o! Re66$ed Coare a55re5a#e a!d 7o##oa*

      Siee A!a$i

      Bu$) De!i#

      Bu$) S2e6i;6 Grai#

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    /E+H@D@L@GY   +*e di

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    Sa2$e +o 7e Ca#ed or+e#i!5

    S.No.

    Per6e!#a5eRe2$a6ee!# o>i!e A55re5a#e7 Bo##o A*

    Per6e!#a5eRe2$a6ee!# oCoare A55re5a#e7 Re66$ed CoareA55re5a#e

    No. oCu7e

    No. oBea

    1. ' ' 9

    &. 1' 1' 9

    3. &' &' 9

    4. 3' 3' 9

    ?. 4' 4' 9

    . ?'

    +o#a$ No. oSa2$e or

    ?'

    9

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    Reere!6e 2 A)mal S A&delfatah and Sami !a&sh ;Review of Research on and

    (mplementation ofRecycled $oncrete Aggregate in the olume 7422 .7422/, Article (D 3?5@787 A*aine,R Dhir, B S Rai, et al ;Use of recycled and secondaryaggregates in concrete:

    Engineering and environmental considerations= in proceedings of$oncrete for high

    performance sustaina&le infrastructure 7422C R Dhir , A *aine,et al ;Use of Recycled and secondary aggregates in

    concrete: anoverview= in proceedings of ew Development in concrete construction

    7422

    8 Fa+mipathi and others ;'easi&ility studies on the use of Recycledaggregates in structural concrete elements=in proceedings of $oncretefor high performance sustaina&le infrastructure 7422

    3 irGanaaleHev, >lastimirRadonGanin and SneIanaarin)oviJ ;Recycled$oncrete as

    Aggregate for Structural $oncrete

    *roduction=wwwmdpicomKGournalKsustaina&ility  C4 April 7424

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    9 M *

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