CE 60 Instructor: Paulo Monteiro Portland Cement
CE 60Instructor: Paulo Monteiro
Portland Cement
Portland Cement
A hydraulic cement capable of setting, hardening andremaining stable under water. It consists essentially ofhydraulic calcium silicates, usually containing calciumsulfate.
Manufacture
Raw Materials:
2/3 calcareous materials (lime bearing) - limestone
1/3 argillaceous materials (silica, alumina, iron)- clay
CE 60Instructor: Paulo Monteiro
Raw Material
CE 60Instructor: Paulo Monteiro
Crushing
CE 60Instructor: Paulo Monteiro
Blending
CE 60Instructor: Paulo Monteiro
Old Method
CE 60Instructor: Paulo Monteiro
KilnThis image cannot currently be displayed.
CE 60Instructor: Paulo Monteiro
Grinding
CE 60Instructor: Paulo Monteiro
Production Process
Production of cementIs responsible for 7%CO2 production in theworld
Problem
Mehta and Monteiro: Concrete
Cement grains
Courtesy from Prof. Karen Scrivener, EPFL
Based on the following notation:C CaO
S SiO2
A Al2O3
F Fe2O3
H H2O
Important
Cement Minerals
C3S : 3CaOSiO2C2S : 2CaOSiO2
C3A : 3CaOAl2O3C4AF : 4CaOAl2O3Fe2O3
CE 60Instructor: Paulo Monteiro
Hydrationcement
+water
dissolution precipitation
Courtesy: Prof. Karen Scivener, EPFL
CHEMICAL REACTIONS2C3S + 6H --> C3S2H3 + 3CH + 120 cal / g
2C2S + 4H --> C3S2H3 + CH + 62 cal / gC3A + --> Ettringite + 300 cal / g
Extremelly important!!!
2CSH
CE 60Instructor: Paulo Monteiro
Hydrated Paste
CE 60Instructor: Paulo Monteiro
Early Hydration
3 hours 10 hours
Courtesy: Prof. Karen Scrivener
CE 60Instructor: Paulo Monteiro
Hydration Products
SOLIDS IN CEMENT PASTE
-Calcium Silicate Hydrate
Notation: C-S-HHigh Surface (100 to 700 m2/ g) ----> High Van
der Walls Force -----> Strength.Volume % : 50 a 60
CE 60Instructor: Paulo Monteiro
C-S-H
SOLIDS IN CEMENT PASTE
-Calcium Hydroxide ( portlandite)
Ca(OH)2Volume % : 20 to 25
low Van der Walls forceproblems with durability and strength
CE 60Instructor: Paulo Monteiro
Calcium Hydroxide
SOLIDS IN CEMENT PASTE
-Calcium Sulfoaluminate HydratesVolume % : 15 to 20
first : ettringiteafter : monosulfate hydrated.
CE 60Instructor: Paulo Monteiro
Ettringite
Mehta and Monteiro: Concrete
Review – Identify the crystal
Mehta and Monteiro: Concrete
Review 2 -- Identify the crystal
Mehta and Monteiro: Concrete
Review 3 -- Identify the crystal
CE 60Instructor: Paulo Monteiro
Concrete has a complex microstructure
Cement grain
C-S-H
Sand Particle
Calcium hydroxide
pores
Courtesy Prof. K. Scrivener
CE 60Instructor: Paulo Monteiro
Hydration process – Initial Condition
Let’s study a cement paste with w/c= 0.63Start with 100 cm3 of cement.
Compute the mass of cement: Mc = 3.14* 100 = 314 gCompute the mass of water: Mw = 0.63 * 314 = 200 g
Vc= 100 cm3
Vw= 200 cm3
CE 60Instructor: Paulo Monteiro
Hydration Process
Miracle of hydration: Vp = 2 Vc
50%
Vc= 100 cm3
Vw= 200 cm3
Vc=50 cm3Vp = 100 cm3
Vw= 150 cm3
CE 60Instructor: Paulo Monteiro
Once More…
75%
Vc= 100 cm3
Vw= 200 cm3
Vc=25 cm3Vp = 150 cm3
Vw= 125 cm3
CE 60Instructor: Paulo Monteiro
Finally
100%
Vc= 100 cm3
Vw= 200 cm3
Vp = 200 cm3
Vw= 100 cm3
CE 60Instructor: Paulo Monteiro
Exam question
• Calculate the water/cement ratio needed to obtain zero porosity in a fully hydrated cement paste.
100%
100 cm3
200 cm3100 cm3
W/c = 100/100*3.14
W/c= 0.32
ASTM Portland CementsType I- General Purpose
Type II- moderate heat of hydration and sulfate resistance
(C3A < 8%) : general construction, sea water, mass concrete
Type III- high early strength (C3A < 15%) :
emergency repairs, precast, winter construction.
Type IV- low heat ( C3S < 35%, C3A < 7%, C2S > 40%) :
mass concrete
Type V- sulfate resistant ( C3A < 5%) : sulfate in soil,
sewers.
Voids in the Hydrated Cement Paste (HCP)
-Interlayer space in CSH* size = 5 to 25 Å* no adverse effect on strength and permeability* some effect on drying shrinkage and creep
-Capillary Voids> 50 nm : detrimental to strength and impermeability< 50 nm: important to drying shrinkage and creep.
-Air Voids* entrapped air: ~ 3 mm* entrained air: 50 to 200 mm
CE 60Instructor: Paulo Monteiro
Water inside the pores
CE 60Instructor: Paulo Monteiro
Orders of magnitude
CE 60Instructor: Paulo Monteiro
Orders of Magnitude