Professionalism in the Final Solution: French Railway Workers and
l'Occupation conduit les trains de la déportation'
Untitled
a. the volume change according to Le Chatelier test equal to standard requirement the induction period; the effect of the former one is more pronounced.
Stability and dynamics of the human gut microbiome and its
Jan 17 2020 Transitions were most pronounced around 40-50 years old
Interaction between drugs and the gut microbiome
May 14 2020 rectional effects are pronounced for several drugs
Microbiota-Gut-Brain Interactions in Myalgic Encephalomyelitis
[12] Le Chatelier E Nielsen T
Chapter 4
Pronunciation Quiz. A. 1. symbiosis. 2. endotracheal. 3. metamorphosis. 4. congenital anomaly. 5. hyperplasia. 6. symphysis. 7. polyneuritis. 8. antitoxin.
Comparative and Global Education Working Paper Series Volume 1
Jan 7 2020 3. Does Humanism have a future in Education? – Stephen Chatelier. 4. Promoting Efficiency & Equity in Higher Education. – Anamika Srivastava.
Acid-Base Equilibria
increases to 2.0 × 10?6 M. This is expected from Le Châtelier's principle; interval of methyl orange; the pronounced color change takes place.
ALKALI-SILICA REACTIVITY: AN OVERVIEW OF RESEARCH
through Le Chatelier's Principle show that the reaction cannot be stopped by bridge column in this area
WOI Shows - 16mm Films
May 3 2010 matter
SHRP-C-342
Alka l i-Si l icaReactivity:AnOverviewofResearchRichardHelmuth
ConstructionTechnologyLaboratories,Inc.
Withcontributionsby:
DavidStark
ConstructionTechnologyLaboratories,Inc.
SidneyDiamond
PurdueUniversity
MichelineMoranville-Regourd
EcoleNormaleSuperieuredeCachan
StrategicHighwayResearchProgram
Nat i onalResearchCouncil Was h ington ,DC1993PublicationNo.SHRP-C-342
ISBN0-30cL05602-0
ContractC-202
ProductNo.2010
ProgramManager:DonM.Harriott
ProjectMaxtager:InamJawed
ProgramAIeaSecretary:CarinaHreib
Copyeditor:KatharynL.BineBrosseau
May1993
keywords: additives aggregate alkali-silicareaction cracking expansion po rtlandcementconcrete standardsStrategicHighwayResearchProgram
2101Consti!utionAvenueN.W.
Washington,DC20418
(202)334-3774 T specificallyexpressedherein.©1993NationalAcademyofSciences
1.5M NAP 593Acknowledgments
o T C o c o ntract o an Fun d o w o imp o M o ran v ille-Reg o ur d kn o Kn o p r Diam o n d byStarkandHelmuth. ..o 111Contents
Acknowl
e dgm eExecut
i V 5. 1 viListofFigures
CausedbyReactionof15%FlyAshBlendswith
CausedbyReactionofFlyAshinBlendswith
0.67%SodiumOxideequivalentPortlandCement
ParticleSurfaceCausedbyPasteShrinkage,or
vii inTriaxiallyConfinedConcretesStoredat ..o V U lListofTables
TOpal)andAdditionsofSodiumChlorideand
ixAbstract
containingsaltscomplicatestestresults. inhibitionofreactivitybychemicalagents.ExecutiveSummary
focusoflaboratoryandfieldinvestigations. identified;thesearepresentedinPartII. work.Majorfindingsareasfollows. hydrateintheASRgel. mol usedwithhigh-alkalicements. Na20SiO2ratioofabout0.19.
3 swellingofgeloccursprogressively. occurs,orbygelflowandcreep. pressures. incomplete. 4 needforacceleratedtestprocedures. concentratedlocallybydrying. 5SilicaReactivity
1Introduction
reduc ti Howe v er 7 sites,areimportantvariables. 8 makinginourcurrentresearchforSHRP. 92ReactionChemistry
2.1ReactionwithAlkaliHydroxides
Reac t theamountofundissolvedsilica(10). 11Thereactioncanberepresentedas:
H2xSiO2
x+2xNaOH-->Na2xSiO2._x+2xH20(2.1.1) slightlyswelltherigidsilicastructure. simplifiedformas: bepolymeric. 17612 25
c o ncentrati o Alkal s o lu t i o 13 mol alkaliesbythecementgel. mainlybyalkaliconcentration: [Ca 2 +]'[OH-]2=K_,-[Ca2+]'[Na+]::(2.2.2) 14 mol Na z
O-CaO-SiO
z w 15 Pozz o hydroxylions; 16 0.715%FlyAsh0.6,-
_0.5 _0.3-0.2 -r0.1 C o ncentration.IIIIII0102030
PercentFlyAshReacted
0.7 '(pc)20%and40%FlyAshJ----0.6 =o_"0.5O.4 80.3Ag,0.2-
RBT0.1Concentration._%_III_II0102030
PercentFlyAshReacted
B C 17 differentcompositions. (80 structuresinpractice(31,32). mol _8 I Rea cASRGelsfromConcreteStructuresH20
Greywacke
/72161.89--(34)Homfels (5Structures)Limestone Ex ud edSurfaceGelsAtomicC/SAsabove,Washed"61.931.9....0.55(31)
GelsinCracksandAirVoids
A sabove,Washed"60.837.6....0.66(31)Asabove,Washed"52.447.6....0.97(31)
ASRCrystalsfromConcreteStructures
Rosette-Like(a)Not68.618.2--13.2--(30)
identifiedRosette-Like(a)"71.117.1--I1.8--(30)
%A1203 Rose t te-Lik e(a)"76.99.49.14.6(30)Needlerod-Like"63.78.913.114.3--(30)
Needlerod-Like"60.31.18.418.2--(30)
Blade-Like"71.211.6--17.2--(30)
m ortarprism)MetasedimentAsabove,Washed*71.026.51.70.80.40(31)
Rosette-Like(a)"63.520.7--15.80.35(31)
(concretepats) A sabove,Washed"67.021.7--11.30.35(31) (a)Possiblylamellar 19 becauseoftoorapidtransit. 20 50o _CaO%+Na20%K20%=100-SIO2%O '40CaO%=103-1.24SIO2%+ OoJ z30+ O20
O10OCaO%J5060708090100
SIO2%byWeight
1 0 0 o _(C-N+K-S)%.,s'*SS'* _"80(N+K)/S=0.165 JI z"Z"60(N+K-S)%o(N+K)/S=0.20 o _ '_ '40-+ Z! 0 20- _' s sIII405060708O90
SIO2%byWeight
21A changesaretoosmalltobeimportant. swellingASRgels.
3.1ChemicalShrinkage
Measuredchangesareevenlarger.
23solutioniscalculatedtobe0.242mL/g.
3.2SwellingofUndissolvedSilica
d i (50° C 243.3ShrinkageandSwellingofGels
M 2 0 SiO2RelativeWaterContentSolidsNa20orK20
Na0.2?*--74264.3
68"F(20°C)97--57447.3
(41)93--49518.585--406010.0Na0.339723070307.5
77°F(25°C)?*16062389.4
(42)9069415915.78648326816.96033257518.7
K0.489727673278.6
77°F(25°C)?*190663410.9
(42)9075435718.28654356520.86036267423.7
*aspreparedIIII0.2in.(0.5mm).
25Vg=0.46+0.98wg(3.3.1)
valuesoftheinterceptsareasfollows: Des o rp tior ,Adsorption*Average_ A valuesforopal.3.4OsmoticSwellingPressures
Pi=-(RT/u)In(Pi/Po)(3.4.1)
26%Na20%NaOHNaOHRH(44)PP bywt.bywt.mol/L%(MPa)(psi)
0.00.00.0100.00.00
2.112.730.7097.73.1450
4.295.541.50956.91000
7.629.832.719014.22067
10.3213.323.88522.03188
12.4716.104.78030.24378
14.4118.605.57538.95644
1psi=6.895kPa
permittingadditionaldilution. mL con t 283.5OsmoticCellTests
mate ri stu d o sm o liqui 29rea cquotesdbs_dbs46.pdfusesText_46
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