Related Experiment Video
Updated: Jul 5, 2025

05:38
Production and Analysis of Sporosarcina pasteurii Biocement Bricks Using Custom 3D-Printed Molds for Unconfined Compression Tests
Published on: March 7, 2025
274
Effect of proteins on biocementation in construction materials
Elvis Baffoe1, Edward Dauer2, Ali Ghahremaninezhad1
1Department of Civil and Architectural Engineering, University of Miami, Coral Gables, FL 33146, USA.
Iscience
|January 18, 2024
Summary
Proteins enhance calcium carbonate precipitation binding in cementitious environments by shielding enzymes and forming gel networks. This improves material properties, with vaterite being the dominant crystal form.
Area of Science:
- Materials Science
- Biochemistry
- Civil Engineering
Background:
- Enzymatic-induced calcium carbonate precipitation (EICP) is a promising method for material modification.
- Understanding protein interactions is crucial for optimizing EICP in complex environments like cementitious systems.
- High pH in cementitious environments can negatively impact enzyme activity and precipitation.
Purpose of the Study:
- To investigate the influence of proteins on the binding properties and microstructure of EICP in a cementitious environment.
- To evaluate the protective effect of proteins on urease enzyme activity under high pH conditions.
- To characterize the crystalline phases formed during protein-modified EICP.
Main Methods:
- Protein modification of EICP precipitates.
- Assessment of precipitate binding to glass and cement paste surfaces.
- Enzyme activity assays in cementitious conditions.
- Fourier-transform infrared spectroscopy (FTIR), Scanning Electron Microscopy (SEM), Thermogravimetric Analysis (TGA), and X-ray Diffraction (XRD) for material characterization.
Main Results:
- Protein-modified precipitates showed improved binding to surfaces compared to controls.
- Proteins partially shielded urease from high pH, mitigating activity reduction.
- Protein-Ca2+ complexation facilitated CaCO3 nucleation and crystallization.
- Vaterite was the dominant CaCO3 polymorph in cementitious environments, unlike calcite in deionized water.
Conclusions:
- Proteins significantly enhance the binding capabilities of EICP in cementitious settings.
- Protein shielding of urease is key to maintaining precipitation efficiency in high-pH environments.
- Protein-induced gel networks act as effective nucleation sites, influencing CaCO3 polymorph formation (vaterite).
Related Concept Videos
Hydration of Cement
237
Hydration of cement is a chemical reaction between cement particles and water. This process occurs primarily through two mechanisms: through-solution and topochemical. In the through-solution process, anhydrous compounds dissolve into their constituents, hydrates form in the solution, and then precipitate from the supersaturated solution. The topochemical process involves solid-state reactions at the cement particle surface. The through-solution process dominates the topochemical process at the...
237
Strength and Heat of Hydration
241
The hydration of cement is an exothermic reaction in which heat is generated as cement hydrates. This heat of hydration is critical to cement's strength development. The rate at which this heat is generated affects the temperature rise, with a majority of the heat being released early in the hydration process, half within the first three days, and about 75% within the first week.
The heat of hydration for each cement compound is significant; for instance, tricalcium aluminate (C3A) and...
The heat of hydration for each cement compound is significant; for instance, tricalcium aluminate (C3A) and...
241
Strength of Cement
138
Strength tests for cement are not performed directly on neat cement paste due to difficulty in obtaining consistent, reliable specimens. Instead, cement is typically tested in the form of cement-sand mortar.
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in...
138
Pozzolans
112
Pozzolans are siliceous or aluminous materials blended with Portland cement. They interact with the calcium hydroxide produced during the hydration of Portland cement and contribute to improved strength and durability of concrete. The pozzolanic activity, a measure of a pozzolan's effectiveness, is typically assessed using the strength activity index, as defined in ASTM C 618-93, which calculates the ratio of the compressive strength of cement mixtures with and without pozzolan.
Fly ash is...
Fly ash is...
112
Bonding and Strength of Aggregate
181
The bond between aggregate particles and the cement matrix is significantly influenced by the shape and surface texture of the aggregates. High-strength concretes benefit from a rougher texture, which leads to stronger bonding due to greater adhesion. Angular aggregates with larger surface areas also enhance this bond. The bonding quality, however, is complex to assess as no universally accepted test exists. Good bonding is indicated when a crushed concrete specimen shows some aggregate...
181
Plasticizers
75
Water-reducers, or plasticizers, are chemical admixtures used in concrete to improve strength and workability. These additives reduce the water-cement ratio without compromising workability, lower the cement content while maintaining the same workability, or increase workability to assist concrete placement in inaccessible areas.
Plasticizers function by using surface-active agents to create repulsive electrostatic forces between cement particles. This dispersion enhances the concrete's...
Plasticizers function by using surface-active agents to create repulsive electrostatic forces between cement particles. This dispersion enhances the concrete's...
75

