Open Access. Powered by Scholars. Published by Universities.®
- Keyword
-
- Academic -- UNF -- Engineering; MASW; Multichannel Analysis of Surface Waves; Marine MASW; ELCAS(M); Marine Soil Bearing Capacity (1)
- Academic -- UNF -- Engineering; MICP; Surfactant Induced Soil Strengthening; Organic soils strengthening; Soil Improvement; Microbial-induced calcite precipitation techniques (1)
- Academic -- UNF -- Engineering; ground penetrating radar; inversion schemes (1)
Articles 1 - 3 of 3
Full-Text Articles in Engineering
Development Of Forward And Inversion Schemes For Cross-Borehole Ground Penetrating Radar, Donald Jones
Development Of Forward And Inversion Schemes For Cross-Borehole Ground Penetrating Radar, Donald Jones
UNF Graduate Theses and Dissertations
Tomography is an imaging technique to develop a representation of the internal features of material using a penetrating wave, such as an electromagnetic wave. The calculation method used is an example of an inverse problem, which is a system where the input and the output are known but the internal parameters are not. These parameters can be estimated by understanding the responses of a penetrating wave as it passes through the unknown media. A forward problem is just the opposite; the internal structure and input penetrating wave is known and the output is determined. For both forward and inverse problems, …
Soil Improvement Using Microbial Induced Calcite Precipitation And Surfactant Induced Soil Strengthening, Matthew P. Davies
Soil Improvement Using Microbial Induced Calcite Precipitation And Surfactant Induced Soil Strengthening, Matthew P. Davies
UNF Graduate Theses and Dissertations
Microbially induced calcite precipitation (MICP) has been used for a number of years as a technique for the improvement of various geological materials. MICP has been used in a limited capacity in organic rich soils with varying degrees of success. Investigators hypothesized that microbially-induced cementation could be improved in organic soils by using a surfactant. Varying amounts of Sodium Dodecyl Sulfate (SDS) were added to soils of varying organic content and a mixing procedure was used to treat these soils via MICP. Treated specimens were tested for unconfined compressive strength (UCS). Results appeared to show direct relationships between SDS content …
Potential Replacement Of The Us Navy's Rapid Penetration Test With The Method Of Multichannel Analysis Of Surface Waves, William Fletcher
Potential Replacement Of The Us Navy's Rapid Penetration Test With The Method Of Multichannel Analysis Of Surface Waves, William Fletcher
UNF Graduate Theses and Dissertations
The United States Navy (USN) currently utilizes a Rapid Penetration Test (RPT) on both land and in water as the means to determine whether sufficient soil bearing capacity exists for piles in axial compression, prior to construction of the Elevated Causeway System (Modular) [ELCAS(M)] pile-supported pier system. The USN desires a replacement for the RPT because of issues with the method incorrectly classifying soils as well as the need to have a less labor-and-equipment-intensive method for geotechnical investigation.
The Multichannel Analysis of Surface Waves (MASW) method is selected herein as the potential replacement for the RPT. The MASW method is …