Well cementing

Well cementing is the process of introducing cement to the annular space between a well-bore and its casing or to the annular space between two successive casing strings. Personnel who conduct this job are called cementers.

Cementing Principle

Well cementing has several purposes, including:

  1. to support the vertical and radial loads applied to the casing,
  2. to isolate porous formations from the producing zone formations,
  3. to exclude unwanted sub-surface fluids from the producing interval,
  4. to protect the casing from corrosion,
  5. to resist the chemical deterioration of cement,
  6. to confine abnormal pore pressure, and
  7. to increase the possibility to hit the target.

Cement is introduced into the well by means of a cementing head. It helps in pumping cement between the running of the top and bottom plugs.

The most important function of cementing is to achieve zonal isolation. Another purpose of cementing is to achieve a good cement-to-pipe bond. An effective confining pressure that is too low may cause the cement to become ductile.

For cement, there is no correlation between the shear and compressive strength. Cement strength ranges between 1,000 and 1,800 psi (6,900 and 12,400 kPa), and for reservoir pressures above 1000 psi, this means that the pipe cement bond will fail first. This would lead to the development of micro-annuli along the pipe.

Cement Classes

A: 0–6,000 feet (0–1,800 m); used when special properties are not required.

B: 0–6,000 feet (0–1,800 m); used when conditions require moderate to high sulfate resistance

C: 0–6,000 feet (0–1,800 m); used when conditions require high early strength

D: 6,000–10,000 feet (1,800–3,000 m); used under moderately high temperatures and pressures

E: 10,000–14,000 feet (3,000–4,300 m); used under conditions of high temperatures and pressures

F: 10,000–16,000 feet (3,000–4,900 m); used under conditions of extremely high temperatures and pressures

G: 0–8,000 feet (0–2,400 m); can be used with accelerators and retarders to cover a wide range of well depths and temperatures

H: 0–8,000 feet (0–2,400 m); can be used with accelerators and retarders to cover a wide range of well depths and temperatures

J: 12,000–16,000 feet (3,700–4,900 m); can be used under conditions of extremely high temperatures and pressures or can be mixed with accelerators and retarders to cover a range of well depth and temperatures

API cement grades A, B, and C correspond to ASTM type I, II, and III.

Cement parameters

Factors affecting cement include:

Given the multitude of cement parameters, the best and most thorough and practical method of designing a cement blend is through laboratory testing. The tests should be conducted on a sample that represents the cement to be used on the job site.

Additives and mechanism of action

There are 8 general categories of additives:

  1. Accelerators reduce setting time and increases the rate of compressive strength build up.
  2. Retarders extend the setting time.
  3. Extenders lower the density
  4. Weighting agents increase density.
  5. Dispersants reduce viscosity.
  6. Fluid loss control agents.
  7. Lost circulation control agents.
  8. Specialty agents.

Accelerators

Accelerators can be added to shorten the setting time or to accelerate the hardening process.

Calcium chloride (CaCl2), under the right conditions, tends to improve the compressive strength and significantly reduces the thickening and setting time. It is used in concentrations of up to 4.0%. The mechanism of this process is debated, but there are four major theories put forward:

  1. It affects the hydration phase by one of the following theories:
    1. Chlorine (Cl−) ions enhance the formation of ettingite (crystalline).
    2. Increases the hydration of aluminate phase/gypsum system.
    3. Accelerates the hydration of 3CaO·SiO2 (in cement chemist notation, C3S).
  2. Changes the calcium-silicate-hydrate (C-S-H) structure.
    1. Controls the diffusion of water and ionic species.
    2. C-S-H gel has a higher area and will react faster.
  3. Diffusion of the chloride ions;
    1. Cl− ions diffuse into the C-S-H gel faster; this process produces the precipitation of portlandite sooner.
    2. The smaller size of the Cl− ions causes a greater tendency to diffuse into the C-S-H membrane. Eventually, the C-S-H membrane bursts and the hydration process is accelerated.
    3. Changes the aqueous phase composition.

Calcium chloride also produces a high amount of heat during hydration. This heat could accelerate the hydration process. This heat causes the casing to expand and contract as it dissipates. The differing rates of expansion and contraction could result in the casing pulling away from the cement and lead to the formation of micro-annuli. It also has the ability to affect the cement rheology and the compressive strength development, to produce shrinkage by 10–15%, to increase the permeability with time, and to lower the sulphate resistance.

Retarders

They work by one of 4 main theories:

  1. Adsorption theory: the retarder is adsorbed and inhibits water content.
  2. Precipitation theory: it reacts with the aqueous phase to form an impermeable and insoluble layer around the cement grains.
  3. Nucleation theory: the retarder poisons the hydration product and prevents future growth.
  4. Complexation theory: Ca+ ions are chelated by the retarder, so that a nucleus cannot be properly formed.

Retarders include:

Extenders

Extenders reduce slurry density, and thereby reduce hydrostatic pressure during cementing. They also increases slurry yield, thus reducing the amount of cement required to produce a given volume.

Other additives

References

  1. ↑ Economides, M. (1990). Well Cementing. (E. B. Nelson, Ed.) Sugar Land, Texas: Schlumberger Educational Services.
  2. ↑ Lyons, W. C. (Ed.). (1993). Handbook for Petroleum and Natural Gas Engineers (Vol. 1). Houston: Gulf Publishing Company.
  3. ↑ "Login to access the Oil & Gas Journal Subscriber Premium features". Weatherford. Retrieved 23 Nov 2014..
  4. ↑ "Oilfield_Master_Product_List" (PDF). L.V. Lomas Ltd. May 2012. Retrieved 23 Nov 2014.
  5. ↑ Nelson, E. B., Baret, J. F., & Michaux, M. (1993). Additives and Mechanisms of Action. Sugar Land, Texas: Schlumberger Educational Services.
  6. ↑ Tenoutasse, Marcel; Singh, N. B. (1978). "Effect of glucose and calcium gluconate on the hydration of Portland cement". Indian Journal of Technology. 16 (5): 184–189.
  7. ↑ Traetteberg, Aud; Grattan-Bellew, P. E. (1975). "Hydration of 3CaO·Al2O3 and 3CaO·Al2O+3 Gypsum With and Without CaCl2". Journal of the American Ceramic Society. 58 (5–6): 221–227. doi:10.1111/j.1151-2916.1975.tb11450.x. ISSN 1551-2916. {{cite journal}}: templatestyles stripmarker in |title= at position 14 (help)
  8. ↑ Stein, H. N. (December 1961). "Influence of some additives on the hydration reactions of portland cement. II. Electrolytes". Journal of Applied Chemistry. 11 (12): 482–492. doi:10.1002/jctb.5010111206. ISSN 0021-8871.