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High-pressure densification of composite lunar cement

  • Tzehan Chen
  • , Brian J. Chow
  • , Meng Wang
  • , Ying Zhong
  • , Yu Qiao*
  • *Corresponding author for this work
  • University of California at San Diego

Research output: Contribution to journalArticlepeer-review

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.

Original languageEnglish
Article number06017013
JournalJournal of Materials in Civil Engineering
Volume29
Issue number10
DOIs
StatePublished - 1 Oct 2017
Externally publishedYes

Keywords

  • Binder
  • Compaction
  • Lunar regolith
  • Particulate composite

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