Cited by 24Geotechnical Engineering and Soil StabilizationInnovations in Concrete and Construction MaterialsSoil Mechanics and Vehicle Dynamics

Inorganic–organic hybrid of lunar soil simulant and polyethylene

Chen, Tzehan, Chow, Brian J., Wang, Meng, Shi, Yang, Zhao, Cang, Qiao, Yu·2016·Journal of Materials in Civil Engineering

Abstract

Inorganic–organic hybrid (IOH) lunar cements are processed by using a lunar soil simulant and polyethylene (PE). As the inorganic simulant grains are strongly held together by the PE binder, the IOH may be utilized as an infrastructural material on the lunar surface. With a uniform simulant grain size, the flexural strength of the IOH decreases exponentially with the binder content, quite close to the strength of samples of random simulant grain-size distribution. If the simulant grains have a two-step size gradation, the IOH strength increases significantly. Above a threshold binder content, the strength decreases only slightly as more simulant grains are added; below the threshold, the IOH becomes much weaker as less binder is used.

Integrity signals

Registry

Crossref · 10.1061/(asce)mt.1943-5533.0001450

Cites

11 of 11 references verified0 citation errors · 0 not checkable

Statistics

Recomputing p-values needs the paper’s full text.

Claims the paper makes

This paper’s full text isn’t openly available, so its claims and self-check weren’t run. The registry and citation checks still apply.

Claims other papers make about this one

Each is checked against this paper’s own text: does it say what the citing paper says it does?

  • Using different sizes of aggregates, smaller particles fill free spaces between bigger particles, leading to a lower amount of binder required and improved mechanical properties.

    “It has been proved that using different sizes of aggregates, smaller particles fill the free spaces between bigger particles, leading to a lower amount of binder required and improved mechanical properties.”
  • In the two-grain size system, a threshold was observed around 10-15 wt% of PE, above which strength was almost insensitive to PE content, and below that, it significantly decreased as binder content reduced.

    “It is worth mentioning that in the twograin size system, a threshold was observed around 10-15 wt% of PE, above which the strength was almost insensitive to the PE content, and below that, it significantly decreased as the binder content reduced.”
  • The addition of smaller particle sizes in the two-grain size particles revealed their enhancing effect on the structural integrity of the composite and mechanical performance.

    “However, the addition of smaller particle sizes in the two-grain size particles revealed their enhancing effect on the structural integrity of the composite and, thus, the mechanical performance.”
  • Flexural strength results showed an exponential decrease as PE content was reduced in the system.

    “The flexural strength results showed an exponential decrease as the PE content was reduced in the system.”
  • No specific effect of using a uniform size of regolith on the mechanical properties was observed compared to using as-received agglomerates.

    “No specific effect of using a uniform size of regolith on the mechanical properties was observed compared to using as-received agglomerates.”

Cites

Flagged first, then by citations

Cited by

Sorted by citations

Authors
Chen, T., Chow, B. J., Wang, M., Shi, Y., Zhao, C., & Qiao, Y.
Affiliations
University of California San Diego (US)
Corresponding author
Qiao, Yu
Venue
Journal of Materials in Civil Engineering
Published
2016-04
Volume
28
Issue
4
ISSN
  • 0899-1561 (ISSN-L)
  • 1943-5533
OpenAlex
W1906137037
Cited by
24
References
11
Citations by year
2026: 2 · 2025: 3 · 2024: 6 · 2023: 2 · 2022: 2 · 2021: 1 · 2020: 2 · 2019: 3 · 2017: 3
FWCI
1.65
Type
journal article
Language
en
Open access
closed
Locations
Journal of Materials in Civil Engineering (publishedVersion)
Topics
  • Physical Sciences › Engineering › Civil and Structural Engineering › Geotechnical Engineering and Soil Stabilization
  • Physical Sciences › Engineering › Building and Construction › Innovations in Concrete and Construction Materials
  • Physical Sciences › Engineering › Civil and Structural Engineering › Soil Mechanics and Vehicle Dynamics
Keywords
organic-inorganic hybrid materials, lunar regolith simulant, polyethylene binder, flexural strength, binder content, lunar regolith

About these checks

Registry, retraction, Cites and statistics results are computed, not judged, with one exception: a printed reference that no index lists is read once by a model before it counts as a citation error. Claims are extracted by a model and kept only when their quote appears verbatim in the text; each cited source is then checked, with a model’s help, for whether it says what the claim relies on. Those verdicts can be wrong — read the claim’s quote and the cited source before relying on one.

Statistics and arithmetic are recomputed, not judged.

Confidence bands are shown only for fields calibrated on our annotated test set. None is calibrated yet, so no band is shown.

What counts as a claim ›How we measure confidence ›How we check this ›

Are you an author, or do you see a problem with this page? Request a review