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Related Concept Videos

Hydration of Cement01:24

Hydration of Cement

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...
Portland Cement01:21

Portland Cement

Portland cement is the essential binding ingredient in concrete, made from finely ground materials including lime, iron, silica, and alumina. Lime is derived primarily from limestone, marble, marl, seashells, and clays, which also supply iron and alumina, while silica is sourced from sand, chalk, and bauxite. Contemporary manufacturing of Portland cement is a significant source of carbon dioxide emissions, prompting research into reducing its content in concrete through alternative...
Types of Cement I01:21

Types of Cement I

Portland cement comes in several types, each with distinct properties and applications based on their chemical composition and hydration characteristics:
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
Sulfate Attack on Concrete01:29

Sulfate Attack on Concrete

Sulfate attack on concrete is a deterioration process characterized by a whitish discoloration beginning at the edges and corners, accompanied by cracking and spalling. This phenomenon occurs when sulfates react with the components of hardened concrete, forming compounds like calcium sulfate and calcium sulfoaluminate which occupy more space than the substances they replace, causing the concrete to expand and disrupt.
Sulfates from sources like soil, groundwater, or industrial effluents...
Strength and Heat of Hydration01:29

Strength and Heat of Hydration

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...
Porosity in Cement Paste01:18

Porosity in Cement Paste

The porosity of concrete is a measure of the void spaces within its structure. These spaces impact its strength and durability significantly. When water and cement interact, a chemical reaction called hydration creates a semi-solid paste. This paste includes combined water, making up approximately 23% of the cement's dry mass, and gel water, which fills minuscule voids known as gel pores, accounting for about 28% of the cement gel volume.
The balance of water to cement in the mix is critical—it...

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Related Experiment Video

Updated: Jun 7, 2026

Sandy Soil Improvement through Microbially Induced Calcite Precipitation (MICP) by Immersion
06:27

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Published on: September 12, 2019

An Octacalcium Phosphate Forming Cement.

M Markovic1, L C Chow

  • 1American Dental Association Foundation, Paffenbarger Research Center, National Institute of Standards and Technology, Gaithersburg, MD 20899, U.S.A.

Journal of Research of the National Institute of Standards and Technology
|October 27, 2010
PubMed
Summary

This study compared two types of calcium phosphate cements (CPCs) made with different liquid components. One group used distilled water, the other a phosphate solution. Researchers measured how the cements hardened, their strength, and how they changed when soaked in a solution that mimics body fluids. They found that cements made with water hardened more slowly but had higher strength and lower porosity. Cements made with phosphate solution hardened faster but had lower strength and higher porosity. The study also showed that the type of liquid used affected which minerals formed in the cements over time. These findings suggest that the choice of liquid can influence the performance of CPCs in bone graft applications.

Keywords:
bone graft materialshydroxyapatite formationcalcium phosphate cement propertiesoctacalcium phosphate cement

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Area of Science:

  • Biomedical materials engineering
  • Orthopedic biomaterials development
  • Calcium phosphate cement research

Background:

Research into bone graft materials has focused on osteoconductive and potentially osteoinductive properties. Prior studies have demonstrated that octacalcium phosphate (OCP) supports bone integration. However, the behavior of cements containing OCP in physiological conditions remains unclear. It was already known that calcium phosphate cements (CPCs) can form hydroxyapatite (HA) when exposed to body-like environments. That uncertainty drove the need to compare CPCs prepared with different liquid components. No prior work had resolved how OCP and HA formation rates vary with immersion time. This gap motivated the current investigation into the phase evolution and mechanical properties of CPCs. Researchers wanted to determine whether the cement liquid type affects the long-term performance of CPCs. The study aimed to clarify how OCP and HA form under different immersion conditions.

Purpose Of The Study:

The study aimed to evaluate how CPCs behave when immersed in a physiological-like solution. Researchers focused on the effects of cement liquid type on phase formation and mechanical properties. They prepared CPCs using α-tricalcium phosphate and dicalcium phosphate anhydrous. The goal was to compare CPCs mixed with distilled water versus phosphate solution. The researchers wanted to measure how hardening time and phase composition change over time. They also sought to determine whether porosity and tensile strength remain stable during immersion. The specific problem addressed was the lack of data on OCP and HA formation in CPCs. The motivation was to improve the predictability of CPCs for bone graft applications.

Main Methods:

CPCs were prepared using α-tricalcium phosphate and dicalcium phosphate anhydrous. The molar ratio of the two components was 1/1 in all samples. Researchers used either distilled water or a phosphate solution as the cement liquid. The hardening time was measured for both types of CPCs. After hardening, specimens were immersed in a physiological-like solution for 1, 3, and 7 days. Diametral tensile strength and porosity were measured after each immersion period. Powder x-ray diffraction was used to identify the phase composition of the hardened specimens. The study compared the mechanical and structural properties of CPCs over time.

Main Results:

CPCs mixed with water hardened in 30 minutes, while those with phosphate solution hardened in 5 minutes. After 1 day in the solution, CPCs with water had a DTS of 9.03 MPa and porosity of 37.05%. After 3 days, DTS increased slightly to 9.15 MPa and porosity to 37.24%. In contrast, CPCs with phosphate solution had a DTS of 4.38 MPa and porosity of 41.44% after 1 day. After 7 days, DTS remained at 4.30 MPa and porosity at 41.38%. HA formation in water-mixed CPCs increased from 40% to 50% over 3 days. OCP + HA formation in phosphate-mixed CPCs increased from 30% to 45% over 7 days. DTS and porosity did not change significantly with immersion time in either group.

Conclusions:

The study found that CPCs prepared with water had higher DTS and lower porosity than those with phosphate solution. HA formation increased over time in water-mixed CPCs, while OCP + HA formation increased in phosphate-mixed CPCs. The authors suggest that the cement liquid type significantly affects phase composition and mechanical properties. They propose that water-mixed CPCs may be more suitable for applications requiring higher strength. The researchers observed that immersion time did not alter DTS or porosity in either group. They suggest that the initial phase composition is a key factor in CPC performance. The findings indicate that CPCs can be tailored by adjusting the cement liquid. The authors conclude that both OCP and HA formation are influenced by the solution environment.

CPCs with water had higher tensile strength and lower porosity than those with phosphate solution.

CPCs with water hardened in 30 minutes, while those with phosphate solution hardened in 5 minutes.

The liquid type affects phase composition, mechanical strength, and porosity of the hardened CPCs.

Immersion time increases HA and OCP + HA formation, but does not change tensile strength or porosity.

Porosity ranged from 37.24% in water-mixed CPCs to 42.52% in phosphate-mixed CPCs.

They suggest water-mixed CPCs may be better for applications requiring higher strength.