ArticleMolecular biotechnology2026
Effect of Elevated Temperature on Compressive Strength of MICCP and EICCP Biocemented Mortar.
Article in Molecular biotechnology, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.
What it found
Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.
The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.
The trial behind it
Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.
Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.
Who cites it
0 citing papers in PubMed.
No citing paper in PubMed yet.
Corrections and comments
PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.
Authors and funding
3 authors.
Funding
No grant is acknowledged in the PubMed record.
Abstract
Recently biocementation has got attention of many researchers worldwide as one of the most potent techniques for sustainable construction. Several studies have been carried out worldwide on biocementation by urea hydrolysis. Biocementation by bacterially induced calcium carbonate precipitation by different bacterial species has been among the most widely researched areas in this field. Biocementation has proved efficient in enhancing the strength and durability of cement-based materials. However, no significant work has been carried out to determine the performance of biocemented specimens at elevated temperatures. This study primarily focuses on the effects of high temperatures (300, 450, and 600 °C) on the compressive strength of two types of biocemented specimens prepared by using ureolytic bacteria and rich in urease watermelon seeds. The motive behind testing these two types is to know how the enzyme induced or microbially induced react to temperature elevation. Also, the effect of different cooling techniques (viz., natural cooling, water spray cooling and fire extinguishing foam spray cooling) were studied. These cooling techniques were selected so as to check which cooling technique should be preferred in case of fire situation in a cement-based structure. Results show that biocemented specimens can perform very good up to the temperature 300 °C as compared to control specimens in terms of compressive strength. At 450 °C temperature, there is no significant difference in compressive strengths of control and biocemented specimens. When the specimens were subjected to 600 °C, biocemented specimens showed lower strength than control specimens at the same temperature due to denser microstructures. Thus, biocemented cement mortar should not be used in reactors, muffles and ovens where temperature would go above 450 °C.
Indexed as
Identifiers
39878867What OpenQuestion holds
Registered trials
Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.