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Filtering by: Committee Member Yoke, J. T. Academic Affiliation Civil and Construction Engineering Committee Member Olsen, Michael J.

Use of Controlled Blasting to Quantify the Dynamic, In-Situ, Nonlinear Inelastic Response of Soils

Creator:

Jana, Amalesh

Abstract:

The seismic response of deep deposits of liquefiable and cyclic-softening susceptible soils has presented the geotechnical profession with significant engineering challenges. Strong ground motions may serve to soften soils under cyclic shear, trigger liquefaction, and produce damaging displacements as a consequence. This study improves the understanding of the in-situ, nonlinear,...

Resource Type:

Dissertation

Full Text:

, instrumented silt deposit was dynamically loaded using a large vibroseis mobile shaker, T-Rex, and controlled
Of Planes and Plumblines: Map Projections and Differential Leveling in a GNSS-based 3D Geodetic Framework

Creator:

Dennis, Michael L.

Abstract:

Modern geospatial data are frequently represented in some type of three-dimensional (3D) coordinate system, for example geodetic latitude, longitude, and ellipsoid height (φ, λ, h) derived from Global Navigation Satellite Systems (GNSS). But for engineering and surveying work, φ, λ, h coordinates are usually converted to a topocentric system consisting...

Resource Type:

Dissertation
Ultimate and serviceability limit state reliability-based axial capacity of deep foundations

Creator:

Reddy, Seth C.

Abstract:

Deep foundations are necessary for the construction of many structures, such as bridges and buildings, located in areas unsuitable for shallow foundations. Owing to the inherent variability of soil and the complex changes that occur in the soil adjacent to deep foundations as they are installed, the ability to accurately...

Resource Type:

Dissertation

Full Text:

of my research committee including Dr. H. Benjamin Mason, Dr. T. Matthew Evans, Dr. Michael Olsen

ScholarsArchive@OSU

Use of Controlled Blasting to Quantify the Dynamic, In-Situ, Nonlinear Inelastic Response of Soils

Of Planes and Plumblines: Map Projections and Differential Leveling in a GNSS-based 3D Geodetic Framework

Ultimate and serviceability limit state reliability-based axial capacity of deep foundations

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