lUGrun - Komurcuoglu Marble Denizli Turkey

lUGrun - Komurcuoglu Marble Denizli Turkey

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Sayr
Konu
ffiilt|ilti
T.C.
PAMUKKALE
UNIVERSiTEsi
(MiiherdislikFakiiltesiDekanlgD
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:81068852/604.01.03/8891
:izlemeve Raporlandrrma
KOMURCUoGLU
MERMERSAN.vE TiC. A.$Pamukkale
Yolu4. I(m. Korucuk
, DEMZLI
lrgl
rarilli milracaatrnrz.
:30/04/2013
Ilgide kayrth miimcaatlnEile istemigoldulunuz mpor; FakiiltemizJeoloji
qoBANodLU tarafindan
MiihendisliEiBdlnmii itgretim iiyesi Yrd.Dog.Dr.ibrahim
hazrrlanamkyazrmrzekindegiioderilmektedir,
Bilsileridzi dca ederim.
lUGrun
ProfDr.Muzatrer/fOPCU
Dekan
EKLER:
l- Rapor(l Tk)
Prmur,aletnr'e6'k$ M0hmdLl ( ratohci Dckshlr Khrrh
Aynirh bilsjigininibbr : MusllBE
T.l: 0(158)t963103
Frk:0 (258)2961262
E.P6rr: duhendiiil(4pauedJo
Fl.rmd* Al hsp./Fru..duvhuhcnddl'k
6'
e\l
T.C.
PAMUKKALEtJNiVERSiTESi
MiJHENDiSLiKFAKIJLTESi
PA]'IUKI'ALE T'NIVERSITY
FACULTYOFENGINEERING
KoMrrRCUoGru
rraBnrraeR
sAN.vn ric. a.g.'NeNr
DENizLi - KAKLIK yonnsi TRAVERTEN
oocerragrNrNpiziro-l,rnraNir eNariz RApoRU
AN ANALYSIS REPORToF DENIZLI - KAKLIK RTGION' TRAVERTINE
NATTIRAI STONEoF KOMURCUOGLUMARBLE Co
Hazrrlayan (Prepared By)
Yrd. Dof. Dr. (Assist.Prof. Dr) ibrahinr COBANOGLU
Nisan(April)- 20ll
DENIZLI
l elelL)n
:A.258.296
3.! A9
Pa\ntkkdle Unirersitesi
lliihendislik Fdktiltesi, JeoloJi MilhenditliEi B01iu,u
Fdkr :0 25iJ)96 Jt 60
,t:eb:$t\t puu eLlu1r
2OA,-AKINIKLI DENiZLi
KOMURCUoeLU
Menner
san.veric.4.5.
FirmaAdresi
Pamukkale
Yolu. KorucukKasabasr.
DENIZLI
Firma Telefon:
a25827921:2
R a p o rT r n r h mN u m a r a s l
KMR-]
Rapor Sayfa Nol
l6
a) Deneye
TabiTutulanOriin:
Travenen
b) Tatrn Ticari lsmi:
DenizliTravenen
c) TaSrnPetrogrNliklsmi;
d) Ta''n C'kar'ld'gt86lge:
BailrkBogazr Kaklrk- Denizli
e)SahaRuhsatNumarasr
f) NumuneAlmaTarihiYeYeri:
25.03.2013,
Kakl* - Denizli
g) NumuneBiynkliiEii:
7*7*7 cn bo)-utlanndaknp ve l*7* 18 cm boyutlaflndaprizma
h) Uygulanan
D€neyMctotlan:
TSE,TS EN ve ASTNIstandanlan
Sertlik TS6809
Gertek]-ogunluk TS EN ]9]6
Kuru Birim Hacin Aguhgr TS 699
DoygunBirim HacimAgrlgr
TS 699
Atmosferbasrncrndasu enrme TS EN IJ755
Hac;mcesu emme TS 699
Gdriiniirporoziie TS 699
Dolul
oranr
'rs 699
KrlcaletkiyebaELsu emmekatsayrsr TSEN 1925
Djkey AtrnmaDirenci TSEN t 4I57
DonaDayanrm TS EN I237I
Yo-iunyiik ahndabiikiilmedayanrmr TS EN r2i72
Sabitmomenlahrndaegilmedayanmr T SE N I J 1 6 I
BasmgDayannnr TS EN I926
YangnaTepki TS EN 12058
i) Deneylerin
Yaprtdrgr
Laboratuvar:
PamukkaleUniversitesi.Miihendislik Fakijltesi.Jcoloji Miihendisligi
Bdlii'nii.
Kaya Mekanigi ve Dogalla9Anal;z Labo.atuvafl.KrnrklFDENlZLl
j.) DetreySorumlusu:
Yrd. Doe.Dr. ibmhinrqOBANOCLU
k) D€neyTar'hi:
25.0t.201i,26.04.2011
Not: Btr rapor. deneyle.iyapan laboratuvannyazrh izDi olnraksrzrnkrrnen dahi olsa kopya edilcnicz.
Deney sonutlar, laboratuvarateslim edilen omekler igin gegerlidir.
Telefon:0.25,9.296
3] A9
Panl*ka Ie Unir ersi!esi
lttuhendisIi k Fa kiiltesi. Jcoloi i LIiihcn.l isliEi Ddlnntii
Futs :0 258.196
3164
\tir\'.
p.'
ll t b:
u.c.lu.h'
K]NI K1,1.
DENIZLI
2OO7A.
KOMURCUocLU
Mermer
san.veTic.A.S.
FirmaAdresi:
Pamukkale
Yolu, KorLrcuk
Kasabasr,
DENIZLI
Firma Telefon:
02s82792t 32
RaporTanrlrmNumnrasr:
KMR.I
RaporSalfaNo:
2t6
AiT ANALiZ SONUCLARI
FiziKsEL PARAMETRELERE
Test resultsof the physicalparameters
Bifi,l
(Phlsieal Prcpettiei
(U it)
Degithn AruhP
(Rmrye)
O alatnd DeEel
(AreruEe vatac)
Sertlik
(Scratch
hardness
according
to Mohsscale)
Mohs
i.0
GerfekYogunluk
(Realdensity)
kgm'
2.69
K!ru Birim Hrcim Ag'rl'!'
(Dry unit *eigho
grlcnrr
2.43 236
2.49
DoygunBirim Hacim Agrrhg'
(Satu-ated
unit weisht)
gr/cmj
2.48-2.58
2.5i
A(mosferBlsrncr|rdaSu Emme
(Waterabsorption
pressure)
at atmospheric
('/")
0.79- 1.23
0.94
Hacimce
Su Emm€
(Absorption
by volume)
(%)
t . 7t - 2 . t 6
l.9i
CDr0nnr Porozite
(Apparentporosity)
("/")
t . 7t 2 . 1 6
l.9i
ToplamPorozile
(Totalporosity)
(%)
-4.41
2.14
t.5r
DolulukOrrnr
(Compasity)
('/")
Krlcrl Erkiye B'EL Su Emm€Katsa)'rsl
(waterabsorpt
ioncoefficientby capillarity)
(9'n'.so')
t . 8 8- i . 9 l
1 3 . 2 1t 6 - 6 5
DikeyAtrnm, Direnci
(Widewheelabrasion
value)
Yangrna
T€pki
(Reaction
to lire)
92.96,98.86
Srnrf
Haz.rlayan
Yr(l.Dog.Dr. ibruhin CoBAN0GLU
94.28
2.16
15.65
Panukkale Uniyercitesi
Tetefon:0.258.296
31 09
MiihendislikFaknl6L Jeoloji MnhendisliEiBahnii
Fak: :0.258.296
31 60
IYeb:wtr.Flt.edu.tt'
2OA7O- KINI KLI- DENIZL I
Firna Adr:
KoMURCUOdLU
MermeiSan.v€Tic.A.g.
Finna Adresi:
Panukkal€Yolu. KorucukKasabasr.
DENiZLi
Firmr Telefonl
02582792132
Rapor TanrhmNumarusr:
KMR. I
Rapor SayfaNo:
3/6
MEKANiK PARAMETRELERE AiT ANALiZ SONUCLARI
Test results of the mechanical Darameters
Meka ik Azelikler
(Mechanicsl tuopedies)
Bninl
(Unit)
DeEitin' Amhp
(Ranse)
O4alan'a Degel
(Averugevutue)
'76.t3
T€kEkenli Srk$maDayanmr(Kuru koiul)
(Unia\ial compressivestrengthin dry condition)
MPa
55.21 89.44
Tek Ekienli SrkDmaDayan'mr(Doygunkosul)
(Uniaxialcompressive
strengthin saturated
condition)
MPa
59.56 86.78
70.28
Don SonrasrBasrngDirenci
(Uniaxial compressivestrene$ after fie€zing)
MPa
YogunYnk Alhnds BnknlmeDayanrmr
(Flexuralstrengthunderconcentratedload)
MPa
12.41 15.17
t4.62
SabitMom€nl AltrndaEEilmeDayanrmr
(Flexuralstrength
underconstant
moment)
MPa
t2.09 14.81
14.l9
FOTOeRAFLAR(Photos)
Ha rlayan
Ytd. Doc. Dr. ibrahim QOBAN,
i:i:i::ir e
+ 90.258.296J.t 09
Tclephone:
PantukkaleUnd'e,siD,
Faculi' of EnAine{ing Depurt,nent oJ Geological
Engiheeting
2 OO7
O.K I NI KL I - DEA'I Z LI-T URK EI
Fdr :+94.)58.296J1 60
tt'eb: rtrtl. pau edt. tr
Customer
Nam€:
KOMURcUoCLU
Mermer
san.!e ric. A.S.
CustomerAddrcss:
Yolu.Korucuk
Panukkale
Kasabasr,
DENiZLI
ReportNumbcr:
KMR - I
PageNumber:
116
s) Identificationnumb€rofth€ r€Dort: .
KMR. I
b) CommerchlNameofTh€ Slone:
ClassicTravertine
c) Petrographic
NameofThe Stone:
d) Countryand Regionof Erlrrciion:
Kalhk-Denizli-TURKEY
€) SiteLicenceNumber:
f) Dateof DeliveryofThe Srmples:
25.03.20r3
g) Dimensions
ofThe Stones:
7*7+7cm cubeand3'7*18cmblock
h) Tcst Stand.rds:
TSE,TS EN andASTM standards
Scratchhardness
according
to Mohsscale TS 6809
Realdensity TS EN I9J6
Dry unit weight TS 599
Saturated
unit w€ight TS 699
pressure TS EN ]]755
Wat€rabsorption
at atmospheric
Absorption
by volume TS 699
Apparentporosrty TS 699
Compasity TS 699
Waterabsorption
coeflicientby capillarity TS EN 1925
Venicalabmsionresisiance T SE N 1 4 l 5 ?
FrostresistanceTS EN I2J7I
FlexuElslrengthunderconcentrdted
load TS EN 12372
Flexumlstrengthunderconshnt moment T SE N I 3 I 6 I
Uniaxialcompressive
strength TS EN 1926
Reactionto fire
TS EN 12058
i) Name and Adress of The Test PamukkaleUniversity,Faculty of Engineerins,Depanmentof
Laboratory:
GeologicalEnginee.ing,
Rock Mechanicsand NaturalStoneTest
Laboratori€s,
20070-Krnr! - Denizli- TURKEY
j) Tbe NameofTeslsResponsible:
Assist.
Prof.Dr. ibrahim9OBANOGLU
k) DateofTesting:
25.0i.201i 26.04.201i
Note:Thisreponshouldnot be panially reproduced
withoutwrittenconscntfiom thetcstlaboratory.
Thetestresuhsare.validfor thesamples
delivered
to ihe laboratory.
+94.258.2
Telephone:
963I A9
PamukkaleUnbetsiry
Faatuy of Engineering,Deparhnentof Ceological
Engineeting
2OO7A.KI NI KL]- DENIZLI-TURKEY
nt\
:+94.258.296
3160
Web:\'tr]/r'.pau.edu.h
Customer
Nim€:
KOMURCUOoLU
Mermer
San.veTic.A.g.
CustomerAddress:
Pamukkale
Yolu.KorucukKasabasr.
DENIZLI
ReportNumber:
KMR-i
PageNumber:
5t6
TEST RESULTSOF THE PHYSICAL PARAMETERS
Unil
RMge
Scratch
bardness
according
!o Mohsscale
Mohs
3.0
Realdensity
kg/m'
2.69
Dry unit weight
glcm3
2.43- 2.56
2.49
Saturated
unit weight
gr/cml
2.48 2.58
2.53
Wat€rabsorption
pressure
at atnosph€ric
(%)
0.79 1.23
0.94
Absorption
by volume
(%t
t . 7|
t.9:
Apparentporosrty
(%)
1.71-2.16
Total porosity
(%)
2.t4 4.47
Compasity
(%)
92.96 98.86
94.28
e/.'.f ')
r.88 3.91
2.',t6
Verticalabrasion
resistance
(mn)
13.21- 16.65
15.65
Reactionto fire
Class
Waterabsorption
coefficiertby capillarity
2.16
Prepared By
Assist.Prof.Dr, ibrshin COBANOGLA
lbr:.h!n
Cilil.l'i)GLU
!aii'Ll:li
l.9i
+90.258.2963I A9
Telephone:
Panlikkale Untuersitj
lotulty oI Engine?nnq.Dcparhtefl ofGeoloeicol
EngineernE
2OO7O,K]NIKLI. DEN]ZL].TU RKEY
F&t :+90.258.2961160
Web:\,n'v.pau.edu1r
KOMURCUoGLU
Menn€rsao.veTic.A.g.
CustomerAddress:
PamuktaleYolu. Korucuk Kasabasr.DENiZLi
R€portl.{umberl
KMR - I
Pag€Nutnber:
6/6
TEST RESIJLTS OF TIIE MECIIAMCAL
Me.hanical hole
PARAMETERS
ies
Anit
Range
Uniaxjal compr€ssivesaength(dry conditions)
MPa
55.2t 89.44
76.73
Uniaxial compressivestrength(saturatedcoDditions)
MPa
59.56 86.78
70.28
Uniaxial compressivestength after freerng
MPa
Flexuralstrengthutrderconcentratedload
MPa
12.41 15.17
t4.62
- 14.81
12.09
14.19
Flexuralstrengthunderconstantmoment
PHOTOS
PreparedBy
Assist.Prof.Dr, Ibrahin COBANOGLU
ibr:hi!"rt0AANOGLU