effect of fineness of cement upon tensile strength and

44
MEIER Effect of Fineness of Cement upon Tensile Strength and Activity 1901 WUVEIISITT OF tLL UBXAXT

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Page 1: Effect of fineness of cement upon tensile strength and

MEIER

Effect of Fineness

of Cement upon Tensile

Strength and Activity

1901

WUVEIISITTOF

tLL UBXAXT

Page 2: Effect of fineness of cement upon tensile strength and

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Page 3: Effect of fineness of cement upon tensile strength and

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Page 4: Effect of fineness of cement upon tensile strength and

Digitized by the Internet Archive

in 2013

http://archive.org/details/effectoffinenessOOnneie

Page 5: Effect of fineness of cement upon tensile strength and
Page 6: Effect of fineness of cement upon tensile strength and

i

Page 7: Effect of fineness of cement upon tensile strength and

EFFECT OF FINENESS OF CEMENT

Upon Tensile Strength and Activity

BY

WILLIAM MEIER

THESIS

FOR THE DEGREE OF BACHELOR OF SCIENCE

IN CIVIL ENGINEERING

COLLEGE OF ENGINEERING

UNIVERSITY OF ILLINOIS

1901

Page 8: Effect of fineness of cement upon tensile strength and
Page 9: Effect of fineness of cement upon tensile strength and

U N I V H R S n Y F I 1. 1 1 N I S

May 29, 1901.

nil^ I<« l«) ( KIMIKY THAT TIIK TUKSIS 1>UE1'AKEI> UNDER MV 8UPERVI8ION BY

ENTITLED

William Meier

Effect of Fineness on Cement

18 AIM'UOVED BY ME AS FULFILLING THIS PAUT OF TIIK REQUIREMENTS FOR THE DEGREE

OF Baphelor of..Science in Ci.yil EMlneGring.

S:tiJ^^i<^Xj^

HEAD OF DEPARTMENT OF ^-^Y"^.^ J^^C^^^^-^^^S •

53539

Page 10: Effect of fineness of cement upon tensile strength and

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Page 11: Effect of fineness of cement upon tensile strength and

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Page 12: Effect of fineness of cement upon tensile strength and
Page 13: Effect of fineness of cement upon tensile strength and

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Page 14: Effect of fineness of cement upon tensile strength and
Page 15: Effect of fineness of cement upon tensile strength and

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Page 16: Effect of fineness of cement upon tensile strength and
Page 17: Effect of fineness of cement upon tensile strength and

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Page 18: Effect of fineness of cement upon tensile strength and
Page 19: Effect of fineness of cement upon tensile strength and

5 Le veb ALPHA. ALS£:N.

\ RetcLtnecL onWo.50. 1.0%

2, Passed No50 veXoSmedonUoM. 6.0

11 100

4 \00 7.00 ao.o

^00 11.5

9 9.G7o

Page 20: Effect of fineness of cement upon tensile strength and
Page 21: Effect of fineness of cement upon tensile strength and

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Page 22: Effect of fineness of cement upon tensile strength and
Page 23: Effect of fineness of cement upon tensile strength and

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Page 24: Effect of fineness of cement upon tensile strength and
Page 25: Effect of fineness of cement upon tensile strength and

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Page 26: Effect of fineness of cement upon tensile strength and
Page 27: Effect of fineness of cement upon tensile strength and

9.

TABLE- I

frrecT or- F'ifm^me-ss Upopm Te-rMsiuE- 5tre-ngt h.

AGE-: n P/\Y5.

Comio^ition: Cement I, 'Dand 3, Water I.SVo

ALPHA PoRTLAfNP

rreT.

IMo.

Pegree ol

fineness.

Founds per Square Inch,

1. z. 4. 5. G. AvevQge

1. Passed '2.00 3n "316 :346

Z.Retained oa 2.0

Passed \oo.ao 74 75 73

^.f?e.tainecl on \ 00Passed 74. 15 ^0 34 30 ^5

4.Retained on 1^Paseed 50. To weaK to be taKen out of moulds at end 0^ 1 dajjs.

5.Retai^-ved on S^O

F^fesed ao;i II I' 1' 1 )

I . < •

G. Uns\-Fted. a7o

AL5E:[M PoRTLANPRef.

[No.

Pec^ree of

ri n ene ss.

pounds per Square Inch.

1. •a. 3. 4-. 5. G Average.

1.Passed "S-OO. ?.! 5 ae.9

Retavrved on "a-OO

Pa s s e d \

\\8 1 \ "a \ \ \ \ (0 1 9-0

~5.

Retained on 100

Passed n4-G9 G8 78 7b Ge> 70 7^

4.Reta\r\ed on 14-Passed 50 To wea'r^ "to be taKen out 0^ moulds at ervd o^ldoys

5.Retained on 50Fkised ao

G. UnSL-fted. 2-30 18*3 9-4-0

Page 28: Effect of fineness of cement upon tensile strength and
Page 29: Effect of fineness of cement upon tensile strength and

TABL& IE

Go/nposltLoir- Cement I, t)6iud 7^, Water 1.5 7o

ALPHA PoRTLAfMP,

Ref.

tNo.

Pegree of Pounds per 5qoare Inch-

1. a. ^. 4-. 5. Average

).54-5

a.Ret<5*ine<5* on ?loo

Passed 100 \ ns 1 50 1 50 1G8

^.Retauned on \00Pae>e>ea 14- 95 \ 0^

4-.

Retamed. on 1^Pa&3ed 50 To weaK "Co be taKen ovt of moulds ot eud of T dau^s

5.Re"tain.ec( on 50Pa&e^ea S-O

G. Unsifted. 35£ ^9G ^03

ALS^FM PoRTLANPRef Pegree of

f^ineaess.

Poun.cls per Square inch

1. 4. 5. G. Aveva^e

r Passed ^2.00 300 aG4-

'a.

Reta\ned on 2.00

Passed \00130 no iTaL lib \18

^.Reta\n.ed on loO

Passed 74- 1 15 1^1 101 MG

4.Retamed on 1APassed 50 To weaKto be "taKen out of moulds at end of 1 cXa^s.

5.Re-tavne-d on SOPassed 2.0

G. Uns"\ft edl. aG6 2.03 2.0O \94- a\4-

Page 30: Effect of fineness of cement upon tensile strength and
Page 31: Effect of fineness of cement upon tensile strength and

TABL^ IE

Err-frcT or PiiNeN^ss Upon TE-Nsiue- Str^mgth.A&E-: 60 D/W5

Composition: Cement i, 5cind 5, Water 75%

ALPHA PoRTLAMRRe\.

Mo.

l/e g re e oj

fineness.

Pounds per Si^juare Inch.

1. 2. ^. 4-. 5. G. Average.

1.4-30 460 43^ 4-5 £

^Retained on aooPassed \00.

\go

3.Retain&d on. loOParsed ^A-.

1 1

1

14-1 101 I Bo

4.Reta\f-ied on 1^P<assed 5 0.

To weaK to be tdKea out of fnouldLs at ervcA 1 dojys

5.Retained on 50Passed "2-0

G VJnsi fted. 318 4->5 44-4 3^0 4-1& 4-16

ALSErN PoRTLAFNPRe5?

Mo.

Pegree of

f-ineness

Pounds per 5quare Inch.

I ^. 3. 4-. 5. G Average

1. Passed 2.00. 3on 3ao ei4 3) \^ 301 3ao 30T

e.Reta\»-ved on. 2,00

Pas>sed \00. ai 2. igo 114 2.06

3.Retained on \00Passed 1^. 1 IG 134 120 \ IG 138) 1?.4-

4Retained On '^^

PcKS=s,e.d 50 To weaK to be taKen out moulds at end ojlda^s

5.Peto.\ r\e:cX on 50

G. Unsifted. 3 2^1 2-G6

Page 32: Effect of fineness of cement upon tensile strength and
Page 33: Effect of fineness of cement upon tensile strength and

TABLE' lY

bummarij of Tables I, E and HT.

Ref [?egree of

F^i neness.

ALPHA Port LA NP ALSE-M Portland

7 Pays GO Pays 60 Pacjs.

1 Passed ZOO.

^.Retained orv "cLOO

Passed 100- 1 G8 9.\8 1 ^o ^06Retained on \ 00

an

4.Retain ed or\ 'l^-

Pa-,sed 50.

To weaKtatae t-aKcn

^rom mouldjr^o obser\/ations made.

To weaK 'to

tae- toKcnVi^orn moulds.

rVo observations made,.

5.

Retain<5i-d On 50Pa&.3ea 2.0

-n"

G. \Jns\?ted. Z80 ~5^6 2^Ge

Page 34: Effect of fineness of cement upon tensile strength and

I

Page 35: Effect of fineness of cement upon tensile strength and
Page 36: Effect of fineness of cement upon tensile strength and
Page 37: Effect of fineness of cement upon tensile strength and
Page 38: Effect of fineness of cement upon tensile strength and
Page 39: Effect of fineness of cement upon tensile strength and

TABLt VIrrr^cT of=- rirse-Ness Upom Activity

ALPHA PoRTLANP

Ref.

No.

Peqree of CentWaterused.

Gil more Tesjt.

Interval frorn time ofadding water to

L^iT Tere.vn.ce.or

Tm-\e rec|L)\re4

"bo set.Initial 5et. r-inal bet.

1 Fassect "S-Oo 1 Kir 45 rT\m. 4- W r. '2-^ m I ri

.

^Wr. 4 3 m 1 n .

ZRetained ori 2lOO

Passed loo iKr. 51 mm. I5hr. 50m\n. l4Wr l^S m »n.

Reta\n.ed on \0

Passed 14- 31 3Kr. 42Lmva. ighr. 4Bmm. 1 Gl^ r. G I \-\

.

4Petained on 14Passed 50 29 4-hr.

r*lore. 'tWcun

1?LKr. €>€>Kr.

5Retained on 50Passed 2.0

30 II

More -bKav-v

5?LWr.

Un sifted. ^^1 K r 4 5 m 1 n

.

'4"Kr -4-1 m\n. ^Kr 'B.. rr\ V n

.

AL5&rN PoRTLAiMD

Ref.

No.

Peg re e of

F^Lineness-

PerCent

Waterused

G i[n\ore Te-st.

Interval from time ofa.ddv.ng water to

Pi'f feren ceor

T\me rec|uired

to s>etInitial set. P^tnaL set.

1. Passed 2,00. 3^ 4-^ mm. "3 h r '2^^ m V n

.

2.1-xr. 4£> n-\ 1 n .

a.Petained on "2.00

Pcxs>sed 100. 4^0 akr. 4-5 mm. 1 Ohr 30 mm 7 Kr A-5 m\n.

5.Retained on \00

Passed 1,^. 41 2.Kr 53 minr^ore t. hci n

lahrs.r^ore. -t Ko.n

G9 Krs.

4.Reta>ne.d on 14Passed 50 40 4-hr:- 4-Omvia. 1

1

r^ore than(a^ Wr5.

5.Petatrie-d on 50Passed 2.0 40 11 kr. 19 mln. II

More, than51 hrs.

G. \Jn SI fted 2.^ m in.

.

S-Kr I 5 m irv

.

I In r. 5 rrv. I rv

.

Page 40: Effect of fineness of cement upon tensile strength and
Page 41: Effect of fineness of cement upon tensile strength and
Page 42: Effect of fineness of cement upon tensile strength and

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Page 43: Effect of fineness of cement upon tensile strength and
Page 44: Effect of fineness of cement upon tensile strength and