ASU Electronic Theses and Dissertations
This collection includes most of the ASU Theses and Dissertations from 2011 to present. ASU Theses and Dissertations are available in downloadable PDF format; however, a small percentage of items are under embargo. Information about the dissertations/theses includes degree information, committee members, an abstract, supporting data or media.
In addition to the electronic theses found in the ASU Digital Repository, ASU Theses and Dissertations can be found in the ASU Library Catalog.
Dissertations and Theses granted by Arizona State University are archived and made available through a joint effort of the ASU Graduate College and the ASU Libraries. For more information or questions about this collection contact or visit the Digital Repository ETD Library Guide or contact the ASU Graduate College at gradformat@asu.edu.
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- Creators: Huang, Sichuan
- Creators: van Paasses, Leon
Description
The reactive transport related to microbially induced desaturation and precipitation (MIDP) via dissimilatory reduction of nitrogen (denitrification) in a sand layer trapped between the two silt layers was evaluated experimentally. MIDP is an emerging non-disruptive liquefaction mitigation technique that stimulates naturally occurring microorganisms to reduce nitrate to nitrogen gas and oxidize organic carbon to inorganic carbon. The relatively insoluble nitrogen gas desaturates the soil and carbonate ions combine with calcium ions in the pore water and precipitate as calcium carbonate (CaCO3). Both desaturation and carbonate precipitation can mitigate liquefaction potential, but both processes, along with biomass formation, also modify the hydraulic properties of the soil, complicating the treatment process. Several studies have already demonstrated the mechanical response for MIDP treated homogenous granular soils at the bench scale. In addition, tank tests performed by Stallings Young et al. 2021 in coarse sand and stratified sandy soil conditions have been performed to evaluate the reactive transport and treatment performance at meter-scale planar flow conditions in uniform and stratified sand layers. However, there are many instances in the field where liquefiable sand layers are overlain by thin silt layers. Knowledge of the distribution of substrates and products and their effect on the reactive transport in such stratified soil conditions and the longevity of the gas bubbles is limited. In this study, an experiment was performed simulating two-dimensional planar flow conditions to evaluate the condition where a liquefiable sand layer is confined between silt layers. Multiple treatment cycles were employed targeting a maximum iii average CaCO3 content of 1%. Time lapse image analysis of the flow of substrates throughout the process was used to determine seepage velocity and monitor changes in the hydraulic properties of the soil and the migration and persistence of desaturation throughout and after the treatment. The measurement results of various embedded sensors were used to analyze the effectiveness of MIDP treatment and distribution of substrates and products throughout the treated soil with time. Results highlighted various mechanisms by which gas could migrate through the soil.
ContributorsKarmacharya, Deepesh (Author) / Kavazanjain, Edward (Thesis advisor) / van Paasses, Leon (Committee member) / Zapata, Claudia (Committee member) / Arizona State University (Publisher)
Created2023
Description
The Atlantic razor clam burrows underground with effectiveness and efficiency by coordinating shape changings of its shell and foot. Inspired by the burrowing strategy of razor clams, this research is dedicated to developing a self-burrowing technology for active underground explorations by investigating the burrowing mechanism of razor clams from the perspective of soil mechanics. In this study, the razor clam was observed to burrow out of sands simply by extending and contracting its foot periodically. This upward burrowing gait is much simpler than its downward burrowing gait, which also involves opening/closing of the shell and dilation of the foot. The upward burrowing gait inspired the design of a self-burrowing-out soft robot, which drives itself out of sands naturally by extension and contraction through pneumatic inflation and deflation. A simplified analytical model was then proposed and explained the upward burrowing behavior of the robot and razor clams as the asymmetric nature of soil resistances applied on both ends due to the intrinsic stress gradient of sand deposits. To burrow downward, additional symmetry-breaking features are needed for the robot to increase the resistance in the upward burrowing direction and to decrease the resistance in the downward burrowing direction. A potential approach is by incorporating friction anisotropy, which was then experimentally demonstrated to affect the upward burrowing of the soft robot. The downward burrowing gait of razor clams provides another inspiration. By exploring the analogies between the downward burrowing gait and in-situ soil characterization methods, a clam-inspired shape-changing penetrator was designed and penetrated dry granular materials both numerically and experimentally. Results demonstrated that the shell opening not only contributes to forming a penetration anchor by compressing the surrounding particles, but also reduces the foot penetration resistance temporally by creating a stress arch above the foot; the shell closing facilitates the downward burrowing by reducing the friction resistance to the subsequent shell retraction. Findings from this research shed lights on the future design of a clam-inspired self-burrowing robot.
ContributorsHuang, Sichuan (Author) / Tao, Junliang (Thesis advisor) / Kavazanjian, Edward (Committee member) / Marvi, Hamidreza (Committee member) / Zapata, Claudia (Committee member) / van Paassen, Leon (Committee member) / Arizona State University (Publisher)
Created2020