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1
Cementing Additives and Mechanism
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ObjectivesAt the end of this module, the will be
able to know the following:
•Explain why additives are added to the slurry
•List the families of cementing additives
•Explain the function of various cementing additives
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Well Conditions
Temperature
Permeable formations
Mud RemovalFriction PressureMixabilityPumpability
Lost Circulation
Well ControlOver PressureWeak Formations
Strength Retrogression Antifoam
Gas control
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Well ConditionsADDITIVE CATEGORY
SOLUTIONS
FLUID STABILITYFLUID LOSS CONTROL
HEAT RETROGRESSION HYDRATION PRODUCT SILICA
FOAMERS STABILIZED FOAM CAPABILITY
FOAMING AGENTS AND STABILIZERS
FOAM FOAMING TENDENCY ANTI-FOAM
ABNORMAL AND SPECIAL CONDITION
SLURRY PARAMETERPROBLEM
WELL CONTROLOVER PRESSUREWEAK FORMATION
DENSITY WEIGHTING AGENTSEXTENTERS
TEMPERATURE THICKENING TIME RETARDERSACCELERATORS
PERMEABLE FORMATIONS FLACMUD REMOVALFRICTION PRESSUREMIXABILITY/PUMPABILITY
RHEOLOGY GELLING AGENTSDISPERSANTS
LCMEXTENTERS
LOST CIRCULATIONPLUGGINGBRIDGING PROPERTIESDENSITY
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Types of Cement Additives
o Accelerators and RetardersChange thickening timeAlter rate of compressive strength development
o ExtendersReduce slurry densityIncrease slurry yield
o Weighting AgentsIncrease density
o DispersantsImprove mixabilityReduce friction pressureReduce viscosityReduce water slurry
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Types of Cement Additives
o Fluid Loss Control-(Control the agues phase of the cement system to the formation)
o Lost Circulation Material-(to control the loss of the cement slurry to weak vagular formation
o Specialty: Antifoam/defoamer additives
Bonding agents
Expansive additives
Gas migration control additives
Gelling and suspending additives
Foaming additives SPRINTOil & Gas Services
Thickening /Setting Time
o Control to Reduce WOC (reduce rig-time)
Reduce chance for fluid/gas flow
Allow time to complete job
o Affected by Temperature
Pressure
Cement type (class and grind)
Mixing and placement methods
Accelerators and Retarders
Other additives (salt, dispersant, fluid loss additives) SPRINTOil & Gas Services
Conductor pipeo Prevents washing out under rig
o Short rig downtime
o Quick setting cement -rapid development of compressive strength
o Accelerated slurries, e.g.
Neat Cement+NaCl -- 3-5%
Neat Cement+CaCl2 -- 2-4%
Neat Cement+Sea Water
o Cemented with Stab-in or just driven
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Accelerator
o Shorten hydration reaction stage I and II ( setting time)
o Accelerate stages III and IV ( hardening process )
o Change in C-S-H structure more permeable
o Offset retarding effects of other additivesI II III IV V
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AccelaratorApplications
Shallow casings (conductor, surface)
Low temperature conditions
Offset retarding effects of other additives
Additives
Calcium Chloride (CaCl2) - 1-4% BWOC
Sodium Chloride (NaCl) - <15%
Other salts (carbonates, silicates, nitrates, etc..)
Organic chemicals (formats, oxalic acid, etc..)
Reduced water
Compressive Strength
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Compressive Strength at Temperature(psi)
60oF 80oF 100oFCaCl2(%)
6 hr 12 hr 24 hr 6 hr 12 hr 24 hr 6 hr 12 hr 24 hr
0 NS 60 415 45 370 1260 370 840 17802 125 480 1510 410 1020 2510 1110 2370 39504 125 650 1570 545 1245 2890 1320 2560 4450
Calcium Chloride
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oMost active acceleratoroRange 2-4%oPurity -77%oEffect on Thickening Time
Thickening Time (h:mn) CaCl2
(%BWOC) 91oF 103oF 113oF
0 4:00 3:30 2:32 2 1:17 1:11 1:10 4 1:15 1:02 0:58
Secondary Effects of CaCl2
o Increased temperature Heat of solution of CaCl2
Additional accelerating effect (on surface?) Casing expansion(thermal micro annulas)
o Increased rheology (gelation and increase PV and Ty)o Shrinkage (10-50%)o Possibility of uncontrolled setting ( flash set ) above
5 %o Possible permeability increase (after some time)o Reduce sulfate Resistance.
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Compressive Strength of Salt Systems
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Increase salt decrease CS
oEffect on Compressive strength developmentoPrefer range 3-5% BWOW
SaltFree
30%Salt
SaltwithFL
SALT-BOND
0500
10001500200025003000
SaltFree
30%Salt
SaltwithFL
SALT-BOND
Surface Casingo Unconsolidated zoneso Low temperatureso Deep water offshoreo Large volume of slurryo Light weight slurrieso 12.8 ppg Extended lead + 15.8 ppg neat tail
o Prehydrated bentonite 2-3%o Neat Cement+0.5-1% Nacl o 2/3 lead, 1/3 tail annulus height
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Slurry Density
ChangingChangingofof
slurry densityslurry densityLighterLighter
More Water*•Absorbent(bentoni
te)•Light Material
Lower DensityLower Density
Neat Cement15.6 ppg Class A15.8 ppg Class G16.4 ppg Class H
HeavierHeavierLess Water
•Heavy Material•Dispersant
Higher DensityHigher Density
Lit fill is an exemption as an extender as a foamed cementSPRINTOil & Gas Services
Extenders
Classification :o Water based extenders
Water Increase free fluid Clays (Bentonite) check viscosity Chemical extenders (Sodium silicates)
need Ca2+ to worko Low density solids
• Pozzolans (Fly ashes, diatomaceous earth)• Microsilica
o Very low density materials Nitrogen Foamed Cement:- need stabilizer LITEFIL) Ceramic microspheres, 5000 psi max
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Extenders
* Source CMM section 8
Bentonite D020
Gilsonite D024
LITEPOZ 3 D035
LITEPOZ 6 D048
KOLITE* D042
TXI Lightweight Cement D049
Sodium Metasilicate D079
Sodium Silicate D075
LITEFIL D124
Diatomaceus Earth D602
Foamed Cement 6
Microsilica
Extender or Lightweight System
14.7
14.7
15
15
14.5
14.6
14.2
15
9
11
11 15
15
14.5
12
12
12
11
11
11.5
12
12
12
14 15
Slurry Density ( lb / gal )
10 11 12 136 7 8 9
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Bentonite Extenders
General properties•Water based extender•SG = 2.65•Dry blended or pre-hydrated•Concentration 0 - 20% BWOC
•Economical and widely available•Decrease compressive strength•Increase permeability•Viscosify slurries (lots of solids)
Bentonite ClaysBeneficiated(Peptized)
Non-treatedMontmorillonite
D020: Fresh waterAttapulgite: Sea Water
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Sodium Silicates / Metasilicates • React with cation / Ca2+ Need CaCl2 • Form viscous, gelatinous silicate gel
binding extra water low free fluid separation
• Better than Bentonitic extender system : Low rheologies for mixing and turbulent flow Higher compressive strength
• No inherent fluid-loss control (use any FLAC)• Relatively low concentration• Ca-Silicate acts as accelerator at low temp ( < 185 F )• Thickening time defined by POD (Point of Departure) not 100 Bc
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Low Density Solids
Pozzolans: • Natural Diatomaceous earth • Artificial LITEPOZ / Fly ash React with CaOH in slurry create cementicious material
Corrosion brine resistance Low permeability Thermal Resistance
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Low Density Solids
Gilsonite• Solid hydrocarbon
( Asphaltite )• Inert ( no reaction )• Give good
compressive strength
• Max BHST 300 F ( melted )
• Can act as LCM • Bridge of at high
concentration and excessive water
Microsilica • Pozzolanic
material• Improve fluid loss
control• Increase BC• Max BHCT 185 F
( difficult to retard and gellation )
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Very Low Density Materials
Ceramic Microsphere,LITEFIL
• Standard Pressure grade - 5000 psi
• Ceramic or glass microspheres
• Inert• Density range 8.5 -
14.5 lb/gal
Foamed Cement systems
• Nitrogen injected into slurry with foamer
• Very low densities achieved > 6 lb/gal
• Good mechanical properties
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Intermediate Casings
o Workable sectionso 13 3/8” over 3000 feet deepo Often 2-stage cementingo Low costo Extended lead and neat tail, e.g.
Prehydrated bentonite 2-3 % 15.8 ppg tail
o All slurries to be retarded.o Can have some fluid loss control
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Production Casings
o Isolate production zoneso Small diameter casingo Cost less importanto Good bondingo Usually has fluid loss
controlo Low friction pressureso Mud removal is importanto Slurry at 15.8 ppg or moreo All slurries to be retarded SPRINT
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Hydration of Cement
• I. PRE - INDUCTION PERIOD
• II. INDUCTION PERIOD
• III. ACCELERATION PERIOD
• IV. DECELERATION PERIOD
• V. DIFFUSION PERIOD
min hr
I II III IV V
days
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Stages 1: Pre-InductionStage 2: Induction Period
SO4CaAl OH Ca Si
ETTRINGITE
C - S - H Gel
Seconds
Hours
Protective layers stops reactions - Pumping timeSPRINTOil & Gas Services
Hydration of Cement1-Preinduction period; Cement+ water Exothermic C-S-Gel i.e 2Ca3OSiO+H20 6Ca+ +10OH+2H3SiO4 Ca2(OH)2HSI2O7 (C.S.H Gel)+H2O 2- Induction Period: C.S.H Gel More ppt to C.S.H Gel Saturate CaOH3,4-Acceleration and Deceleration period: (Setting period) C3S+H2O Crystalyses (decrease porosity)5-Diffusion period: Decrease porosity and polymerization of CSH gel occur and
crystal change to C3H
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Retardation of Cement System
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Purpose – to allow sufficient thickening time to place cementoApplications
Intermediate and production stringsHigh temperatureSurface and conductor casings (long pumping times)Squeeze and cement plugs
oChemical Classes of RetardersLignosulphonatesHydroxycarboxylic acidsInorganic compoundsBlended retardersDesigned for purpose
Mechanisms of Retardation
o Adsorption theory Adsorption of Retarder on to Cement Surfaces to Inhibit Contact with Water and Make the
Surfaces Hydrophobic
Modify CSH Gel to Make it Less Permeable
o Precipitation theory Ca and OH react with Retarder forming insoluble and Impermeable Layer around the
cement grain.
o Nucleation theory Retarder Adsorbs to Poison /stop Nucleation and Growth Sites
o Complexation theory Retarder Complexes with Ca to Minimise the Driving Force for Reaction and Prevent
Formation of Nucleation Sit
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Properties of individual Retarderso Lignosulphonates (Low to Medium Temperatures)
Most Common Retarders Derived from Wood Pulp Active Ingredients Alcohols and Carbohydrates MW 20,000 to 30,000 Work Better with Low C3A which Consumes Retarder Work by Adsorption and Nucleation
o Carboxylic Acids (Medium to High Temperatures) Carboxyl and OH groups strongly Complex Calcium Work by Nucleation Powerful Retarders: Easily over-retard at T < 90oC Very sensitive to concentration
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Properties of Individual Retarders
o Blended : Sugars plus Lignin Amine
1. High Temperature Applications2. Strongly Complexing 3. Works by Complextation and Nucleation Poisoning4. Can Separate Into Individual Components
1. D121: Mixed Dispersant and Retarder1. Lignosulphonate and HydroxyCarboxylic Acid2. High Temperature Applications often with D028
• Inorganic Retarders (Mid to High Temperature) Acid and salt thereof ( boric, phosphoric and chromic) NaCl >20% BWOW Oxides (zinc and lead)
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Retarders Effects
• Possible negative effects of conventional retarders : Gelation (ex. Lignosulfonates) Dispersion Increased fluid loss Incompatibility Slow the development of compressive strength
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Dispersants
o Cement slurry rheology Solid volume friction ( Volume of particles / total volume) because
70% solid particles in cement suspended in water. Particle interactions (Ty) Aqueous phase rheology
Change with dispersantso Why dispersants ?
Reduce viscosity and yield point Reduce friction pressures Improve cement slurry mixability Improve efficiency of fluid loss additives
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Types of Dispersants
Sulfonates• Sodium Polynapthalene Sulfonate (PNS)• Polymelamine Sulfonate (PMS) liquid form• Aromatic polymer C200• Organic polymerLignosulfonates• Lignin Derivative/HydroxyCarboxylic Acid• Hydroxy Carboxylic Acid (Mix dispersant and retarder)
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Selection of Dispersant
Based on :• Dispersibility behavior of cement
• ETD ( Easy to Disperse )• DTD ( Difficult to Disperse )• ETDS ( Easy to Disperse in Salt )• DTDS ( Difficult to Disperse in Salt )
• Bottom hole Circulating Temperature• Required slurry properties
Salt slurry
Fresh water slurry
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Dispersant Action
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•Dispersant is negatively charged, fixes on Ca++•Cement grain surfaces become uniformly negatively charged•Like signs repel – disperses particles•Too much dispersant (overdispersion) > Phase separation
Dispersant Action - Sterical
• Does not require a charged polymer• Adsorption of polymers able to induce ‘steric’ repulsion• Can be a dual effect with electrostatic repulsion (i.e.
PNS)• Has been shown to be a much stronger repulsive
mechanism
Cement grain
PNS
Dispersant molecule ‘adsorbs’ onto cement
grain surface
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Fluid Loss in Cement Slurrieso Definition:
Filtrate (Agues solution) lost to the formation
Filter cake deposited at formation face
Cement particles left in annulus
o Why cement loses water: Differential pressure Permeable medium
(formation)o Fluid loss stages:
Dynamic Static SPRIN
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Effect of Fluid Loss
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Gas migration through filter cake and poor quality cement Possible bridging Damage to some formations by filtrate Other properties:
Thickening Time versus Density
THICKENING TIME
YIELD STRESS
160
40 16.415.6
Thic
keni
ng T
ime
(min
)
Yiel
d S
tres
s
Slurry Density (ppg)
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Increase density when losses decrease TT
Mechanisms of Fluid Loss Control
o Reduce cement filter cake permeability Particulate materials to fill voids Polymer particles to plug pores Change cement particle distribution with dispersants
o Increase viscosity of aqueous phase Water soluble polymers Small effect compared to permeability reduction
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Mechanisms
Particle Plugging Polymer Plugging SPRINTOil & Gas Services
FLAC* Additives
o Particulate - Gel - Bentonite Latex - Anti Gas Migration Microgels - D193 (AD,LT,L)
o Water Soluble Polymers Cellulose Derivative –(Polypeptide) UNIFLAC* Additive -
o SALTBOND* Additives C200
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Dispersant Effect on Fluid Loss
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• Mechanism of action
FILTER Disperse cement grains and improve packing --> reduced permeability
CAKE
RANDOM PACKING
HIGH PERMEABILITY
ORDERED PACKING
LOW PERMEABILITY
With DispersantFilter Cake
Without Dispersant With dispersant
Fluid Loss Control
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• inGeneral Guidelines• ml/30ml APIPrevent Gas Migration 30 to 5 mlProduction liners <50Production long String -Lead 200 -300 -Tail <150 ml
Routine if required - Lead <300 -Tail <200Horizontal well <50Neat Slurry 1000-1500ml/30 min
Weighting Agentso Requirements
High specific gravity Compatible particle size and distribution (settling) Low water adsorption (efficiency) Availability and acceptable cost Purity and consistency of product Inert
o Commonly used weighting agents Agent SG Additional water Barite 4.33 0.024 gal/lb
Hematite 4.95 0.0023 gal/lbMicroMax 4.80 0.0011 gal/lbCement 3.15
Carbonate --- ---(use for low density like spcare)
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Strength Retrogression
• Define• At high temperature C-S-H gel is subject to
metamorphasis,which usually result in the decrease of compressive strength and increased permeability of set cement ,this phenomenon is called strength retrogression.
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Strength RetrogressionAbove 230oF, cement undergoes:
Reduction in strength Increase in permeability
o Due to crystalline changes in CSH gelCSH gel ---------> alpha dicalcium silicate hydrateamorphous crystallinestrong, impermeable weak, permeable
o Prevented by addition of 30 - 40% BWOC silica (reduces C/S ratio of CSH gel)
CSH gel + silica ---------> Tobermorite
Tobermorite ---------> Xonotlite + Gyrolite
Care should be given to production temperatures
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Strength Retrogression
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CaO:SiO2 Mole Ratio
Tem
pera
ture
(oC)
Ca0.SiO2 mole ratio
Temperature
Strength Retrogression
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Silica Sand & Silica Flour
Particle size US Mesh
Additional Water Specific gravity Applications: High density Low density Settling Problems Mixing Problems (Rheology) Use above 300°F
NAME SILICA SAND SILICA FLOUR70 - 200
±10% 1.12 gal/sk
2.63
Preferred
Alternative
Alternative
Preferred
Alternative
Alternative
Preferred
Preferred
Alternative
Preferred
> 200
+ 12% 1.34 gal/sk
2.63
Anti Settling Agent
o Controls free fluid and/or sedimentationo No significant effects on slurry properties,
except rheologyo Dry-blend or prehydrated (preferred), fresh or
sea watero Temperature range: less than 302oF (150oC)o Concentration: 0.05 to 2.0%BWOCo Must be used with dispersant
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Slurry Stability
Free Fluid Free Fluid and Sedimentation SPRINTOil & Gas Services
Antifoam Agents
o Purpose – Prevent foaming Allow true slurry density to be mixed and
pumpedo Mechanism of action:
Changes surface tension Reduces film and causes rupture
o Types of antifoam agents --Polyglycol ethers (Neat slurry) Solid : (0.2 lb/sk) Liquid : (0.05 gal/sk) ---Silicones (GASBLOK Slurry) Liquid : (0.01 - 0.02 gal/sk)
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