On printing biopolymer-bound soil composite
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 |
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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 |
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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 |
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Genre | Text |
Bibliographic information
Statement of responsibility | Adrian O. Biggerstaff |
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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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