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Concrete lunar base investigationThis paper presents results of structural analyses and a preliminary design of a precast, prestressed concrete lunar base subjected to 1-atm internal pressure. The proposed infrastructure measures 120 ft in diameter and 72 ft in height, providing 33,000 sq ft of work area for scientific and industrial operations. Three loading conditions were considered in the design (1) during construction, (2) under pressurization, and (3) during an air-leak scenario. A floating foundation, capable of rigid body rotation and translation as the lunar soil beneath it yields, was developed to support the infrastructure and to ensure the airtightness of the system. Results reveal that it is feasible to use precast, prestressed concrete for construction of large lunar bases on the Moon.
Document ID
19930008256
Acquisition Source
Legacy CDMS
Document Type
Conference Paper
Authors
Lin, T. D.
(Construction Technology Labs. Skokie, IL, United States)
Senseny, Jonathan A.
(Citadel Coll. Charleston, SC., United States)
Arp, Larry D.
(Citadel Coll. Charleston, SC., United States)
Lindbergh, Charles
(Citadel Coll. Charleston, SC., United States)
Date Acquired
September 6, 2013
Publication Date
September 1, 1992
Publication Information
Publication: NASA. Johnson Space Center, The Second Conference on Lunar Bases and Space Activities of the 21st Century, Volume 1
Subject Category
Man/System Technology And Life Support
Accession Number
93N17445
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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