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High-Temperature Inorganic Self-Healing Inorganic Cement Composites
The data files below summarize the results from various experiments testing properties of high-temperature self-healing inorganic cement composites. These properties include cement-carbon steel bond strength, Young's modulus recovery, matrix recovery strength, and compressive strength and Yonug's modulus for cement composites modified with Pozzolanic Clay additives.
Resources
5 resources available
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Matrix Strength Recovery After Repeated Damage for Aged Samples.JNB
JNB -
Cement Composites Modified with Pozzolanic Additives.JNB
JNB -
Cement-Carbon Steel Bond Strength and Young's Modulus.JNB
JNB -
Corrosion and Mechanical Properties of Calcium-Phosphate-Based Cements.JNB
JNB -
Summary of Results
PDF
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Complete Metadata
| @type | dcat:Dataset |
|---|---|
| accessLevel | public |
| bureauCode |
[ "019:20" ] |
| contactPoint |
{ "fn": "Tatiana Pyatina", "@type": "vcard:Contact", "hasEmail": "mailto:tpyatina@bnl.gov" } |
| dataQuality |
true
|
| description | The data files below summarize the results from various experiments testing properties of high-temperature self-healing inorganic cement composites. These properties include cement-carbon steel bond strength, Young's modulus recovery, matrix recovery strength, and compressive strength and Yonug's modulus for cement composites modified with Pozzolanic Clay additives. |
| distribution |
[ { "@type": "dcat:Distribution", "title": "Matrix Strength Recovery After Repeated Damage for Aged Samples.JNB", "format": "JNB", "accessURL": "https://gdr.openei.org/files/967/DOE%20data%20repository-TP.JNB", "mediaType": "application/octet-stream", "description": "Data showing matrix strength recovery after repeated damage (2 crushes) for cement composites originally cured in water or alkali carbonate at 270 degC for 1, 5 or 10 days. The strength and Young's modulus 5-day recoveries are reported for alkali-activated cement (TSRC: Calcium Aluminate Cement/Fly Ash F/Sodium metasilicate), chemical cement (CAP: Calcium Aluminate Cement/ Sodium hexaphosphate), Portland cement (class G/silica flour) and slag modified with sodium metasilicate (SSAS)." }, { "@type": "dcat:Distribution", "title": "Cement Composites Modified with Pozzolanic Additives.JNB", "format": "JNB", "accessURL": "https://gdr.openei.org/files/967/Pozzolanic%20additives.JNB", "mediaType": "application/octet-stream", "description": "Data showing compressive strength and Young's modulus data for inorganic cement composites modified with 3 clay-type additives after a day curing at 300degC in water or alkali carbonate solution and their recovery after repeated crush damage followed by two 5-day healing periods in these environments at 300degC. The composites included thermal shock resistant cement (alkali activated calcium-aluminate cement blend with fly ash F) and class G well cement modified with silica flour. The additives included bentonite, Metakaoline, and Montmorillonite. They were added at 5% by total weight of cements." }, { "@type": "dcat:Distribution", "title": "Cement-Carbon Steel Bond Strength and Young's Modulus.JNB", "format": "JNB", "accessURL": "https://gdr.openei.org/files/967/Self-adhering%20cements%20by%20MGF%20%283%29.JNB", "mediaType": "application/octet-stream", "description": "Bond strength data for cement composites adhering to carbon steel cured for 1 day at 300degC in three different environments (water, sodium carbonate, geothermal brine), de-bonded and healed for 5 days at 300degC in the same environments. The original (before the de-bonding) and recovered bond strengths and Young's modulus are reported for alkali activated cement (TSRC: Calcium Aluminate Cement/ Fly Ash F/ Sodium metasilicate), chemical cement (CAP: Calcium Aluminate Cement/ Fly Ash F/ Sodium hexaphosphate), Slag-based- and Portland-based cements (class G modified with silica) and for these composites modified with 5 or 10% of Micro Glass Fibers (MGF). The original composites and 5% MGF-modified composites also included 10 or 5% (respectively) of Micro Carbon Fibers (MCF) to control crack formation and propagation." }, { "@type": "dcat:Distribution", "title": "Corrosion and Mechanical Properties of Calcium-Phosphate-Based Cements.JNB", "format": "JNB", "accessURL": "https://gdr.openei.org/files/978/Corrosion%20and%20mechanical%20%20property%20CaP-Fondu.JNB", "mediaType": "application/octet-stream", "description": "Economical chemical cement tested for carbon steel corrosion protection, bond strength and matrix self-healing" }, { "@type": "dcat:Distribution", "title": "Summary of Results", "format": "pdf", "accessURL": "https://gdr.openei.org/files/979/Cement%20formulations%20tested%20by%20BNL%20for%20self-healing.pdf", "mediaType": "application/pdf", "description": "Document summarizing types of samples and types of tests conducted on each cement type. The cement types include alkali activated cement, chemical cement, and Pozzolanic cement, and Portland-cement-based formulations. Tables summarizing results include composite name, cement, Pozzolanic additive, activator, additives, tests performed, and references for each type o0f cement." } ] |
| DOI | 10.15121/1452720 |
| identifier | https://data.openei.org/submissions/7135 |
| issued | 2017-09-13T06:00:00Z |
| keyword |
[ "Pozzolana", "aged samples", "bond strength", "carbon steel", "cement", "cement composites", "cement-carbon steel bond strength recovery", "chemical", "clay", "composite", "energy", "geothermal", "high temp", "high temperature", "high temperature cement", "high temperatures", "high-temp", "inorganic", "integrity", "pozzolan", "repeated damage", "self healing", "self-healing", "self-healing cement", "strength recovery", "technology", "wellbore" ] |
| landingPage | https://gdr.openei.org/submissions/967 |
| license | https://creativecommons.org/licenses/by/4.0/ |
| modified | 2024-06-13T18:51:13Z |
| programCode |
[ "019:006" ] |
| projectLead | Eric Hass |
| projectNumber | FY17 AOP 3216 |
| projectTitle | Self-healing and Re-Adhering Cements with Improved Toughness at Casing and Formation Interfaces for Geothermal Wells |
| publisher |
{ "name": "Brookhaven National Laboratory", "@type": "org:Organization" } |
| spatial |
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|
| title | High-Temperature Inorganic Self-Healing Inorganic Cement Composites |
