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contributor authorTzehan Chen
contributor authorBrian J. Chow
contributor authorMeng Wang
contributor authorYang Shi
contributor authorCang Zhao
contributor authorYu Qiao
date accessioned2017-05-08T22:28:56Z
date available2017-05-08T22:28:56Z
date copyrightApril 2016
date issued2016
identifier other46345737.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81330
description abstractInorganic–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.
publisherAmerican Society of Civil Engineers
titleInorganic–Organic Hybrid of Lunar Soil Simulant and Polyethylene
typeJournal Paper
journal volume28
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001450
treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 004
contenttypeFulltext


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