Identifier
etd-04072017-175050
Degree
Doctor of Philosophy (PhD)
Department
Engineering Science (Interdepartmental Program)
Document Type
Dissertation
Abstract
Self-healing concrete through microencapsulated calcium nitrate is a novel approach to enhance durability and decrease the costs associated with maintenance and repairs. However, to fully assess the potential of this technology, there are many questions to be answered, ranging from identifying the microcapsule properties that are successfully carry the healing agent, to the effect of the microcapsule size, concentration (by weight of cement), and morphology have on the intrinsic concrete material properties and self-healing potential. Hence, the objectives of this study were to: (a) Develop a microencapsulation procedure for calcium nitrate as the healing agent; (b) Measure the short-term healing efficiency of the developed microcapsules in concrete; (c) Measure the long-term healing efficiency of such microcapsules in concrete. To achieve objective A, the effect of the production parameters was quantified with respect to the microcapsule size and morphology. The results indicated that the agitation rate, emulsifier type, and emulsifier concentration affected the mean microcapsule diameter. The morphology of the microcapsule did not vary significantly between the tested production parameters. Objectives B and C measured the healing performance of concrete with embedded microcapsules. For the short-term healing period, the microcapsules proved to be significantly detrimental to the intrinsic concrete properties as the air content in the cement paste was substantially increased. Hence, factors contributing to the concrete strength deficiencies were addressed and corrected with modifications to the mix design and encapsulation procedures to evaluate the long-term healing period with respect to the mechanical properties and crack-sealing of concrete with embedded microcapsules.
Date
2017
Document Availability at the Time of Submission
Secure the entire work for patent and/or proprietary purposes for a period of one year. Student has submitted appropriate documentation which states: During this period the copyright owner also agrees not to exercise her/his ownership rights, including public use in works, without prior authorization from LSU. At the end of the one year period, either we or LSU may request an automatic extension for one additional year. At the end of the one year secure period (or its extension, if such is requested), the work will be released for access worldwide.
Recommended Citation
Milla, Jose Eduardo, "Performance Evaluation and Characterization of Encapsulated Calcium Nitrate for Self-Healing Concrete Applications" (2017). LSU Doctoral Dissertations. 4398.
https://repository.lsu.edu/gradschool_dissertations/4398
Committee Chair
Hassan, Marwa
DOI
10.31390/gradschool_dissertations.4398