On printing biopolymer-bound soil composite

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Abstract/Contents

Abstract
This dissertation evaluates a novel bio-composite material, biopolymer-bound soil composite (BSC), for additive construction (3D printing) applications. BSC rheological and strength properties are measured and used to predict shape stability and structuration. These material attributes allow designers to determine the required construction time and maximum size of projects, and the rheological properties dictate the required capabilities of the automated construction systems used to build an autonomously constructed element. The goal of this dissertation is to provide the foundational knowledge needed to advance the use of BSC for 3D printing in terrestrial and extraterrestrial environments

Description

Type of resource text
Form electronic resource; remote; computer; online resource
Extent 1 online resource
Place California
Place [Stanford, California]
Publisher [Stanford University]
Copyright date 2022; ©2022
Publication date 2022; 2022
Issuance monographic
Language English

Creators/Contributors

Author Biggerstaff, Adrian Owen
Degree supervisor Lepech, Michael
Thesis advisor Lepech, Michael
Thesis advisor Billington, Sarah L. (Sarah Longstreth), 1968-
Thesis advisor Loftus, David (David John)
Degree committee member Billington, Sarah L. (Sarah Longstreth), 1968-
Degree committee member Loftus, David (David John)
Associated with Stanford University, Department of Civil & Environmental Engineering

Subjects

Genre Theses
Genre Text

Bibliographic information

Statement of responsibility Adrian O. Biggerstaff
Note Submitted to the Department of Civil and Environmental Engineering.
Thesis Thesis Ph.D. Stanford University 2022
Location https://purl.stanford.edu/vr453ps1271

Access conditions

Copyright
© 2022 by Adrian Owen Biggerstaff
License
This work is licensed under a Creative Commons Attribution Non Commercial 3.0 Unported license (CC BY-NC).

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