Technical Notes
Jul 17, 2017

High-Pressure Densification of Composite Lunar Cement

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 10

Abstract

In order to minimize the binder content in composite lunar “cement,” this paper uses JSC-1A lunar soil simulant and unsaturated polyester resin (UPR) to produce low-binder-content composite. Important system parameters such as compression pressure, compression duration, vibration, loading rate, loading number, and initial grain size distribution are analyzed. The most critical control variable is the compression pressure: at 350  MPa, the binder content is reduced to 6.5–8.7% by weight and the flexural strength is approximately 30–40 MPa. This research is important for in situ resource utilization for future lunar base construction and expansion.

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Acknowledgments

This work was supported by the National Aeronautics and Space Administration (NASA) under Grant No. NNX12AI73G, for which the authors are grateful to Dr. Robert A. Fogel.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 10October 2017

History

Received: Nov 21, 2016
Accepted: Apr 20, 2017
Published online: Jul 17, 2017
Published in print: Oct 1, 2017
Discussion open until: Dec 17, 2017

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Authors

Affiliations

Tzehan Chen, Ph.D.
Program of Materials Science and Engineering, Univ. of California, San Diego, La Jolla, CA 92093.
Brian J. Chow, Ph.D.
Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085.
Meng Wang, Ph.D.
Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085.
Ying Zhong
Program of Materials Science and Engineering, Univ. of California, San Diego, La Jolla, CA 92093.
Professor, Program of Materials Science and Engineering, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085 (corresponding author). E-mail: [email protected]

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