Leslie Struble

Dr. Leslie Struble

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Research Focus & Metrics

Academic Career Length

33Years (1994-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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6 October 2017 in Journal of the American Ceramic Society
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Journal Article
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Xu ChenXu Chen
Xu Chen
ASAndre Sutrisno
Andre Sutrisno
LSLeslie Struble
Leslie Struble

18 December 2020 in Materials
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Journal Article
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Xu ChenXu Chen
Xu Chen
EKEric Kim
Eric Kim
PSPrannoy Suraneni
Prannoy Suraneni
LSLeslie Struble
Leslie Struble
For geopolymers (usually composed of unreacted precursor and gel), the compressive strength is controlled by two factors. The first is the degree of reaction, or, equivalently, the amount of gel formed, including any calcium silicate hydrate gel in calcium-containing mixtures. The second factor is the gel composition, generally given by the Si/Al ratio. These two parameters are interrelated for typical silicate-activated metakaolin geopolymers. By separating out effects of Si/Al ratio and degree of reaction, this study quantitatively correlates the degree of reaction with the compressive strength of metakaolin-based geopolymers with and without calcium. Solid-state 29Si nuclear magnetic resonance (NMR) aided with chemical extractions was used to determine gel amounts and composition for several geopolymer mixtures. The compressive strength was also measured for each mixture at 7 days. Both the increase of Na/Al ratio in mixtures without calcium and addition of external calcium increased the degree of reaction, and compressive strength correlated linearly (R2 > 0.88) with the degree of reaction.

8 April 2014 in Materials and Structures
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ANALINE NOBREGA
ALINE NOBREGA
LSLeslie Struble
Leslie Struble
ARNALDO MANOEL PEREIRA CARNEIROARNALDO MANOEL PEREIRA CARNEIRO
ARNALDO MANOEL PEREIRA CARNEIRO

2 December 2015 in Materials
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Journal Article
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JSJun-Ho Shin
Jun-Ho Shin
LSLeslie Struble
Leslie Struble
RKR. James Kirkpatrick
R. James Kirkpatrick
The microstructural development of mortar bars with silica glass aggregate undergoing alkali-silica reaction (ASR) under the conditions of American Society for Testing and Materials (ASTM) Standard Test C1260 was analyzed using scanning electron microscopy and qualitative X-ray microanalysis. Cracking in the aggregate, the hydrated paste, and the paste-aggregate interface was important in the development of the microstructure. Cracks were characterized according to their location, their relationship to other cracks, and whether they are filled with ASR gel. Expansion of the bars was approximately 1% at 12 days and 2% at 53 days. They fell apart by 63 days. The bars contained two zones, an inner region that was undergoing ASR and an outer and much more highly damaged zone that extended further inward over time. Evidence of ASR was present even during the period when specimens were immersed in water, prior to immersion in NaOH solution.

5 October 2012 in Materials and Structures
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CCChul-Woo Chung
Chul-Woo Chung
PSPrannoy Suraneni
Prannoy Suraneni
JPJohn S. Popovics
John S. Popovics
LSLeslie Struble
Leslie Struble
WWW. Jason Weiss
W. Jason Weiss

19 April 2018 in Journal of Materials Science
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Journal Article
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ÖEÖzgür Ekincioğlu
Özgür Ekincioğlu
HÖHulusi Mustafa Özkul
Hulusi Mustafa Özkul
LSLeslie Struble
Leslie Struble
SPSilvia Patachia
Silvia Patachia