Foam concrete

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Foam concrete, also known as Lightweight Cellular Concrete (LCC), Low Density Cellular Concrete (LDCC), aircrete, foamed concrete, foamcrete, cellular lightweight concrete or reduced density concrete, is defined as a cement based slurry, with a minimum of 20% (per volume) foam entrained into the plastic mortar.[1] As mostly no coarse aggregate is used for production of foam concrete the correct term would be called mortar instead of concrete; it may be called "foamed cement" as well. The density of foam concrete usually varies from 400 kg/m³ to 1600 kg/ m³. The density is normally controlled by substituting fully or part of the fine aggregate with foam.


The history of foam concrete dates back to the early 1920s and the production of autoclaved aerated concrete, which was used mainly as insulation.[2] A detailed study concerning the composition, physical properties and production of foamed concrete was first carried out in the 1950s and 60s.[3][4][5] Following this research, new admixtures were developed in the late 1970s and early 80s, which led to the commercial use of foamed concrete in construction projects. Initially, it was used in the Netherlands for filling voids and for ground stabilisation. Further research carried out in the Netherlands helped bring about the more widespread use of foam concrete as a building material.[6]


Foamed concrete typically consists of a slurry of cement or fly ash and sand and water, although some suppliers recommend pure cement and water with the foaming agent for very lightweight mixes.[7] This slurry is further mixed with a synthetic aerated foam in a concrete mixing plant.[8] The foam is created using a foaming agent, mixed with water and air from a generator. The foaming agent used must be able to produce air bubbles with a high level of stability, resistant to the physical and chemical processes of mixing, placing and hardening.

Foamed concrete mixture may be poured or pumped into moulds, or directly into structural elements. The foam enables the slurry to flow freely due to the thixotropic behaviour of the foam bubbles, allowing it to be easily poured into the chosen form or mould.[8] The viscous material requires up to 24 hours to solidify (or as little as two hours if steam cured with temperatures up to 70 °C to accelerate the process.[9][10]), depending on variables including ambient temperature and humidity. Once solidified, the formed produce may be released from its mould.


Foam concrete is a versatile building material with a simple production method that is relatively inexpensive compared to autoclave aerated concrete.[1] Foam concrete compounds utilising fly ash in the slurry mix is cheaper still, and has less environmental impact. Foam concrete is produced in a variety of densities from 200 kg/m³ to 1,600 kg/m³ depending on the application.[1] Lighter density products may be cut into different sizes. While the product is considered a form of concrete (with air bubbles replacing aggregate), its high thermal and acoustical insulating qualities make it a very different application than conventional concrete.


Foamed concrete can be produced with dry densities of 400 to 1600 kg/m³, with 7-day strengths of approximately 1 to 10 N/mm² respectively. Foam concrete is fire resistant, and its thermal and acoustical insulation properties make it ideal for a wide range of purposes, from insulating floors and roofs, to void filling. It is also particularly useful for trench reinstatement.[8]

A few of the applications of foam concrete are:

  1. bridge approaches / embankments
  2. pipeline Abandonment / annular fill
  3. trench backfill
  4. precast blocks
  5. precast wall elements / panels
  6. cast-in-situ / cast-in-place walls
  7. insulating compensation laying
  8. insulation floor screeds
  9. insulation roof screeds
  10. sunken portion filling
  11. trench reinstatement
  12. sub-base in highways
  13. filling of hollow blocks
  14. prefabricated insulation boards[11]

Recent trends and development[edit]

Until a decade ago, foam concrete has been regarded as weak and non-durable with high shrinkage characteristics.[1] This is due to the unstable foam bubbles resulted in foam concrete having properties unsuitable for producing very low density (Less than 300 kg/m³ dry density) as well as load bearing structural applications. It is therefore important to ensure that the air entrained into the foamed concrete is contained in stable, very tiny, uniform bubbles that remain intact and isolated, and do not thus increase the permeability of the cement paste between the voids.

The development of synthetic-enzyme based foaming agents, foam stability enhancing admixtures and specialised foam generating, mixing and pumping equipment has improved the stability of the foam and hence foam concrete, making it possible to manufacture as light as 75 kg/m³ density.[11] The enzyme consists of highly active proteins of biotechnological origin and is not based on the unattractive protein hydrolysis.[12] In recent years foamed concrete has been used extensively in highways, commercial buildings, disaster rehabilitation buildings, schools, apartments and housing developments in countries such as Germany, USA, Brazil, Singapore, India, Malaysia, Kuwait, Nigeria, Botswana, Mexico, Indonesia, Libya, Saudi Arabia, Algeria, Iraq and Egypt.


Foamed concrete has been investigated for use as a bullet trap in high intensity US military firearm training ranges.[13] This work resulted in the product SACON being fielded by the U.S. Army Corps of Engineers, which when worn out, can be shipped directly to metal recycling facilities without requiring the separation of the trapped bullets, as the calcium carbonate in the concrete acts as a flux.[14]

The energy absorption capacity of foamed concrete was approximated from drop testing and found to vary from 4 to 15 MJ/m3 depending on its density. With optimum absorption estimated from a 1000 kg/m3 moderate density mix at water to cement (w/c) ratios from 0·6 to 0·7.[15]


  1. ^ a b c d Foamed Concrete leaflet The Concrete Institute, Midrand, 2013
  2. ^ Sach J and Seifert H (1999). Foamed concrete technology: possibilities for thermal insulation at high temperatures. CFI Forum of Technology, DKG 76, No. 9, pp 23–30.
  3. ^ Valore RC. (1954). Cellular concrete part 1 composition and methods of production, ACI j ;50:773-96.
  4. ^ Valore RC. (1954). Cellular RC, Cellular concrete part 2 physical properties. ACI J;50:817-36.
  5. ^ Rudnai G. (1963). Lightweight concretes. Budapest, Akademikiado
  6. ^ Van Deijk. Foam concrete. Concrete, July/August 1991, pp 49–54.
  7. ^ "Aerated Concrete, Lightweight Concrete, Cellular Concrete and Foamed Concrete". Retrieved 12 September 2015.
  8. ^ a b c British Cement Association, Foamed Concrete Composition and Properties, British Cement Association, 1994.
  9. ^ LithoPore™ Foamed Concrete Luca Industries International GmbH, Retrieved on 22 January 2015
  10. ^ "Aerated Concrete, Lightweight Concrete, Cellular Concrete and Foamed Concrete". Retrieved 12 September 2015.
  11. ^ a b LithoPore™ Foam Concrete 75 – 150 Kg/m³ Luca Industries International GmbH, Retrieved on 29 March 2016
  12. ^ LithoPore™ True Technology Luca Industries International GmbH, Retrieved on 29 March 2016
  13. ^
  14. ^ "Shock-Absorbing Concrete SACON Bullet Trap". Terran Corporation.
  15. ^ Jones, M. Roderick; Zheng, Li (1 February 2013). "Energy absorption of foamed concrete from low-velocity impacts". Magazine of Concrete Research. 65 (4): 209–219. doi:10.1680/macr.12.00054 – via (Atypon).