Index Catalog // ScholarsArchive@OSU

Internal curing of high-performance concrete for bridge decks

Creator:: Deboodt, Tyler
Abstract:: High performance concrete (HPC) provides a long lasting, durable concrete that is typically used in bridge decks due to its low permeability, high abrasion resistance, freeze-thaw resistance and strength. However, this type of concrete is highly susceptible to the deleterious effects of both autogenous and drying shrinkage. Both types of...
Resource Type:: Masters Thesis
Full Text:: . Title: Internal Curing of High-Performance Concrete for Bridge Decks Abstract approved: Jason

Characterization of reinforced fill soil, soil-reinforcement interaction, and internal stability of very tall MSE walls

Creator:: Walters, James J.
Abstract:: In many geotechnical design situations involving tight right-of-way constraints, Mechanically Stabilized Earth (MSE) walls are often the most cost-effective and reliable earth retention technology among available alternatives. However, few well-documented case histories with detailed material testing, instrumentation programs and construction observation of performance are available in the literature. Despite the...
Resource Type:: Masters Thesis
Full Text:: -Reinforcement Interaction, and Internal Stability of Very Tall MSE Walls

A procedure for the distribution of internal forces and moments in cylindrical shells under uniform external loading

Creator:: Fandrem, Richard Lee
Resource Type:: Masters Thesis
Full Text:: . (University of Illinois. Lngineering xeriment Station. Report no. 304) 4. okolnikof i, Ivan . and

The effect of boundary geometry on internal density currents in a density stratified reservoir

Creator:: Spurkland, Torbjorn
Abstract:: The effects of boundary geometry on internal density currents in a density stratified reservoir were investigated in a laboratory model. When water was simultaneously withdrawn and admitted to the reservoir, a complex current regime was established. The general flow pattern is described, and the influence of physical variables on the...
Resource Type:: Masters Thesis
Full Text:: Resources. Report no. KH -R -6) 23. Kuenen, Ph. H. Properties of turbidity currents of high den- sity

Limit Equilibrium-Based Assessment of the Internal Stability of Geosynthetic Reinforced Soil Structures Subject to Seismicity

Creator:: Loving, Carly K.
Abstract:: Design of Geosynthetic-Reinforced Soil Structures (GRSS) require sufficient rear pullout anchoring capacity in order to maintain internal stability. Length requirements are amplified when reinforcement coverage ratios or seismicity is considered, potentially resulting in uneconomical GRSS design lengths. This study describes the influence of reinforcement length, coverage ratio, and pseudostatic seismic...
Resource Type:: Honors College Thesis
Full Text:: ) 0.1 0.2 0.3 Rear Anchor - Yes No Internal stability was analyzed for all the listed cases

Toward a mixture design methodology for internally cured concrete that considers filling specific pore sizes caused by self-desiccation

Creator:: Montanari, Luca
Abstract:: Internal curing is a term used to describe a process in which curing water is provided to a concrete mixture from inside the mixture. Internal curing water has typically been provided in North America mixtures by using prewetted porous materials, like fine lightweight aggregate (FLWA). Alternative materials, such as superabsorbent...
Resource Type:: Masters Thesis
Full Text:: Sizes Caused by Self-Desiccation Abstract approved: W. Jason Weiss Internal curing is a

Analysis of moving loads using force-based finite elements

Creator:: Kidarsa, Adrian
Abstract:: An analysis method for moving loads computes the internal demand history in a structural member at integration points of force-based finite elements as opposed to the end forces of a refined displacement-based finite element mesh. The force-based formulation satisfies strong equilibrium of internal section forces with the element end forces...
Resource Type:: Masters Thesis
Full Text:: analysis method for moving loads computes the internal demand history in a structural member at

Stability of heterogeneous and anisotropic slopes determined by the compound logarithmic spiral limit equilibrium method

Creator:: Stockton, Ezra J.
Abstract:: The logarithmic-spiral (log-spiral) limit equilibrium procedure for slope stability analysis rigorously satisfies both force and moment equilibrium with a failure surface geometry formulated as a function of the soil’s angle of internal friction. Within the framework of limit equilibrium, this procedure has, in the past, been primarily limited to homogeneous...
Resource Type:: Masters Thesis
Full Text:: function of the soil’s angle of internal friction. Within the framework of limit equilibrium, this

Environmental Regulations Reconsidered : Identifying Incentives and Barriers to Environmental Performance

Creator:: Craig, Kathleen D.
Abstract:: Attention has been drawn to the observation that environmental benefits under the current regulatory approaches are diminishing with respect to increased pollution control costs. Regulators have begun to appreciate that while environmental gains can still be achieved under the current command and control system, the most significant environmental gains have...
Resource Type:: Masters Thesis
Full Text:: disincentives may yield better environmental outcomes. Internal characteristics such as corporate

Radar and Optical Remote Sensing of Submesoscale Frontal Features

Creator:: Simpson, Alexandra J.
Abstract:: The coastal region is home to many types of surface fronts that exist on a submesoscale (1-10 $km$). While in situ observations capture point or transect observations of frontal behavior subsurface, their complex spatial patterns can be well-captured using remote sensing techniques, which provide synoptic views of the ocean surface...
Resource Type:: Dissertation
Full Text:: nonlinear internal waves as they propagate and shoal from shallow waters (<50 m) to shore. This work is

ScholarsArchive@OSU

Internal curing of high-performance concrete for bridge decks

Characterization of reinforced fill soil, soil-reinforcement interaction, and internal stability of very tall MSE walls

A procedure for the distribution of internal forces and moments in cylindrical shells under uniform external loading

The effect of boundary geometry on internal density currents in a density stratified reservoir

Limit Equilibrium-Based Assessment of the Internal Stability of Geosynthetic Reinforced Soil Structures Subject to Seismicity

Toward a mixture design methodology for internally cured concrete that considers filling specific pore sizes caused by self-desiccation

Analysis of moving loads using force-based finite elements

Stability of heterogeneous and anisotropic slopes determined by the compound logarithmic spiral limit equilibrium method

Environmental Regulations Reconsidered : Identifying Incentives and Barriers to Environmental Performance

Radar and Optical Remote Sensing of Submesoscale Frontal Features

Limit your search

Academic Affiliation

Advisor

Commencement Year

Committee Member

Conference Name

Creator

Contributor

Date

Decade

Degree Field

Degree Level

Degree Name

File Format

Funding Body

Language

License

Non-Academic Affiliation

Peer Reviewed

Resource Type

Rights Statement

Subject

Search Constraints

Search Results

Limit your search