Cement & concrete

0.02-1.25 usd/kg
Circularity potential
Ultra low
Strength
Low
Production energy
Ultra low
Stiffness
High
Embodied CO2
Ultra low
Density
Medium

Concrete is a complex composite, which can contain all manner of material, including cement, plant, wood, metal and plastic. Using very low cost ingredients, such as industrial by-products, makes it a cost-effective material for large-scale projects and structures.

Ordinary concrete contains a mix of Portland cement (OPC), aggregates and sand. When mixed with water, the cement forms a paste that fills the voids between the sand and aggregate, binding them together. The hardening process, which is the result of a chemical reaction with water, is known as hydration.

Regular Portland cement is made by cooking limestone, sand and clay in kilns at 1,450 degC. Even though it has relatively low kgCO2/kg, it is consumed in such huge volumes that it accounts for around 8% of global CO2 emissions according to The World Economic Forum. Around 50-60% the CO2 emissions come from the limestone as it decomposes in the kiln to form reactive lime (reactive calcium oxide, RCC). The remainder of the CO2 comes from burning fossil fuels to heat the kiln. It is not practical to achieve the high temperatures required for the kiln using electricity, which makes it difficult to reduce the carbon footprint using current technology.

Cement-based building products and concrete are available in eight basic forms, each with its own unique quantities and advantages:
– Ready-mixed, which includes cement, water, sand and aggregates. It is used for casting and pouring.
– Pre-cast concrete, which is produced in a factory and includes everything from masonry blocks and decorative trim to very large reinforced concrete structures.
– Cement-based products that are not strictly classed as concrete, but share many of the same qualities. They are typically a mix of cement, water, sand and perhaps lime. Examples include mortar, render, terrazzo and grout.
– Cement-based products mixed with special fibres or additives to create products such as roof tiles, countertops and construction boards.
– Polymer concrete uses plastic to replace the cement, either partially or entirely. In this case, the concrete hardness through a process of polymerisation. Polymer concrete is typically much more expensive, but has some desirable benefits for certain applications.
– Biocement is made with calcium carbonate (CaCO3) produced by microorganisms and is being explored as a sustainable alternative to Portland cement. Through a process of microbiologically induced calcium carbonate precipitation (MICP), microorganisms react with chemical components to produce minerals suitable as binding agents. As well as having potential as a building material, it is used for reinforcing soils, such as is important for transport infrastructure and sea defences. Compared to OPC it can reduce carbon emissions by up to 90%.
– LC3 cement has a reduced carbon footprint (30-40%) as a result of partially substituting (20-70%) the clinker used in production with calcined clay and limestone. The reduction is the result of reducing the firing temperature and avoiding the decomposition of limestone, which is responsible for a significant proportion of the CO2 of cement production. Clay is calcined (heated to around 800 degC, as opposed to 1,450 degC for regular cement) to make it suitable. It is widely available and compatible with modern cement manufacturing processes. While clinker is a waste product from burning coal and steel furnaces, it is not always available close to the cement factories, and the processes that generate it have come into question over sustainability concerns.
– Low-carbon cement (green cement) is produced using various techniques such as with renewable energy (fuel from biomass, for example); using Portland Limestone Cements (PLCs) and supplementary cementitious materials (SCMs) in the mix; and with carbon capture, such as harnessing industrial CO2 emissions in the production process, or injecting CO2 back into concrete to strengthen it.



Lightweight concrete (LWC or LC) is made possible by lightweight aggregates, foaming, or by removing fine aggregates to produce so-called no fines concrete (NFC).

LWC is categorised according to compression strength as follows:
– Aerated low density concrete, 0.7-8.5 MPa, is chiefly used for insulation value. Density is typically below 800 kg/m3.
– Medium density concrete, 1.1-14 MPa, produced from low-strength aggregates or no fines, is suitable for certain load-bearing applications and low-rise construction.
– Structural lightweight concrete, 17-69 MPa, is used for general construction where weight saving is critical.

Lightweight aggregate concrete, defined as being less than 1,920 kg/m3, is made possible by low-density fillers, which can be either manufactured or natural. Examples of aggregates include expanded clay, expanded shale, blast furnace slag, sintered fly ash, rice husks, saw dust, pumice, volcanic scoria, volcanic slag and pearlite (obsidian). The use of such fillers reduces strength, stiffness and hardness, compared to normal weight concrete (NWC) due to the lower strength of the aggregate. Material selection is determined but the requirements of the application, such as thermal insulation or structural integrity, and in turns will affect the performance of the concrete.

It is used where weight reduction is advantageous, such as reducing the deadweight of a building to help prevent collapse such as in screeds, fire-proof thermal insulation in doors and walls, partition walls, rendering, long spans (such as reinforced concrete) and substructures.

No fines concrete (NFC) consists only of coarse aggregate (sand and fine aggregates are omitted), which is coated in a thin layer of concrete to bond the pieces together, thus forming an open-structure with uniformly distributed voids. This produces a lighter weight and less strong material compared to NWC. It is sufficiently strong to be be used for load-bearing applications, such as walls and floors, or void filling if a lightweight aggregate is used.


Design properties
Carbon footprint kgCO2e/kg
0.15-0.25
Density kg/m3
800-1350
Tensile modulus GPa
6.9-10.3
Thermal conductivity W/mK
0.7-1
Thermal
insulator
Electrical
insulator