Related Experiment Video
Updated: Aug 14, 2026

06:27
Sandy Soil Improvement through Microbially Induced Calcite Precipitation (MICP) by Immersion
Published on: September 12, 2019
Time-Dependent Transition in the Re-Tempering Behavior of Cement Mortar
1Department of Architecture, Seowon University, Cheongju 28674, Republic of Korea.
Materials (Basel, Switzerland)
|August 13, 2026
Summary
Re-tempering cement mortar with extra water restores workability but weakens hardened properties. The Workability-Strength Trade-off Ratio (WSTR) shows benefits diminish significantly after 30 minutes of waiting time.
Area of Science:
- Civil Engineering
- Materials Science
- Construction Management
Background:
- Construction delays often necessitate re-tempering cement mortar with additional water to maintain workability.
- Re-tempering can negatively impact the hardened properties of cement mortar, despite improving fresh-state fluidity.
Purpose of the Study:
- To investigate the effects of waiting time and additional water on cement mortar re-tempering.
- To quantify the trade-off between workability recovery and strength deterioration during re-tempering.
Main Methods:
- Controlled laboratory experiments evaluated mortar flow, compressive strength, and water absorption.
- A dimensionless Workability-Strength Trade-off Ratio (WSTR) was developed to assess re-tempering efficiency.
Main Results:
- Re-tempering improved workability, but recovery efficiency decreased with longer waiting times.
- Compressive strength decreased and water absorption increased with both increased waiting time and water content.
- WSTR showed a marked decline after approximately 30 minutes of waiting, indicating reduced engineering benefits.
Conclusions:
- The primary impact of re-tempering shifts from workability enhancement to hardened property degradation as hydration progresses.
- A quantitative framework (WSTR) is provided for evaluating re-tempering under construction delays.
- Further research is needed for different mortar compositions and material systems.
Related Concept Videos
Setting Time of Cement
The setting time of cement refers to the process of cement paste transitioning from a plastic state to a solid state. This process is crucial in construction as it dictates the timeframe for concrete placement, compaction, and finishing. The onset of this solidification is termed the initial set, indicating when the paste becomes unworkable. The final set is when the paste has solidified completely, and further handling or manipulation can no longer affect its shape. The cement strength is...
Retarders
Retarders are chemical admixtures designed to extend the setting time, which is especially useful when there is a delay in sequential concrete pours to prevent cold joints and to achieve a cohesive structure. Retarders, when used in appropriate amounts, can also enhance the architectural appearance of exposed aggregate finishes.
The function of retarders is to delay the setting of concrete, and this effect can be measured using a penetration test. The retardation process involves adding...
The function of retarders is to delay the setting of concrete, and this effect can be measured using a penetration test. The retardation process involves adding...
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...
The heat of hydration for each cement compound is significant; for instance, tricalcium aluminate (C3A) and...
Transition Zone
The transition zone in concrete is a critical area where aggregate meets cement paste, marked by a distinct porosity and weakness compared to the surrounding material. The adhesion around the aggregates is primarily due to Van Der Waals forces. The voids within this zone influence its robustness; initially, it is less durable than the surrounding bulk mortar due to larger voids. Initially, when concrete is compacted, a higher water-cement ratio near the aggregates leads to the formation of...
Masonry in Cold and Hot Weather Conditions
In cold weather, masonry construction requires specific precautions to ensure mortar does not freeze before curing, as this can significantly weaken its strength and watertightness. Mortar temperature should be maintained between 60°F and 80°F to support proper hydration and curing. Below 40°F, mortar water must be heated, but should not exceed 120°F as high temperatures can reduce mortar's compressive and bond strength.
Other key practices include keeping masonry units and sand dry and...
Other key practices include keeping masonry units and sand dry and...
Hot Weather Concreting
Concreting at elevated temperatures accelerates the hydration process, leading to quicker setting but potentially reducing the long-term strength of the concrete structure. Additionally, low air humidity fosters rapid moisture loss from the concrete, resulting in reduced workability, pronounced plastic shrinkage, and a higher likelihood of crazing.
Mitigating the heat increase in concrete can be economically achieved by shading aggregate stockpiles to prevent heating from solar radiation,...
Mitigating the heat increase in concrete can be economically achieved by shading aggregate stockpiles to prevent heating from solar radiation,...

