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Articles 1 - 5 of 5
Full-Text Articles in Structural Engineering
One-Dimensional Compressibility Of Intermediate Non-Plastic Soil Mixtures, Sean E. Salazar
One-Dimensional Compressibility Of Intermediate Non-Plastic Soil Mixtures, Sean E. Salazar
Civil Engineering Undergraduate Honors Theses
The results of high stress, one-dimensional compression testing on intermediate soils are presented. Nevada Sand and silica silt mixtures were subjected to very high vertical stresses (140 MPa) in one-dimensional, monotonic compression. Each soil mixture was tested in a nominally loose condition. A specially designed mold with an integrated sensor array was fabricated to contain the soil during pre-consolidation and loading. The 1-D compression curve was plotted for each mixture in the double-logarithmic void ratio (e), and vertical effective stress (σ’v) space and characteristics of the Limiting Compression Curve (LCC) were identified. Initial and post test grain size distribution curves …
Rule High School Athletic Field Renovation, Nathan W. Foust
Rule High School Athletic Field Renovation, Nathan W. Foust
Chancellor’s Honors Program Projects
No abstract provided.
Analysis Of Aggregate Distribution In Self-Consolidating Concrete, Brendan Ho
Analysis Of Aggregate Distribution In Self-Consolidating Concrete, Brendan Ho
Civil Engineering Undergraduate Honors Theses
Concrete consists of several key ingredients: cement, water, and coarse and fine aggregate. Depending on the proportions of these ingredients, the strength and workability of a concrete mix can be affected adversely. Segregation is the separation of aggregate and cement paste, resulting in a lack of homogeneity. Self-consolidating concrete (SCC) does not require traditional consolidation; however, it can be affected by segregation. This project examines different SCC mixtures and establishes ranges of values for slump flow, T20 , Visual Stability Index (VSI), J-ring flow and J-ring flow spread that ensures proper aggregate distribution and therefore reduces the potential of segregation. …
A Model For Continuous Measurement Of Drilled Shaft Diameter During Construction, Masood Hajali
A Model For Continuous Measurement Of Drilled Shaft Diameter During Construction, Masood Hajali
FIU Electronic Theses and Dissertations
Non-Destructive Testing (NDT) of deep foundations has become an integral part of the industry’s standard manufacturing processes. It is not unusual for the evaluation of the integrity of the concrete to include the measurement of ultrasonic wave speeds. Numerous methods have been proposed that use the propagation speed of ultrasonic waves to check the integrity of concrete for drilled shaft foundations. All such methods evaluate the integrity of the concrete inside the cage and between the access tubes. The integrity of the concrete outside the cage remains to be considered to determine the location of the border between the concrete …
Active Tuned Mass Damper Control Of Wind Turbine Nacelle/Tower Vibrations With Damaged Foundations, Breiffni Fitzgerald
Active Tuned Mass Damper Control Of Wind Turbine Nacelle/Tower Vibrations With Damaged Foundations, Breiffni Fitzgerald
Breiffni Fitzgerald
The aim of this paper is to develop an active structural control scheme to control wind turbine nacelle/tower out-of-plane vibration. An active tuned mass damper (ATMD) is designed an placed inside the turbine nacelle. An EulerLagrangian wind turbine model based on energy formulation is developed for this purpose, which considers the structural dynamics of the system and the interaction between in-plane and out-of-plane vibrations. Also, the interaction between the blades and the tower including the ATMD is considered. The wind turbine is subjected to gravity and turbulent aerodynamic loadings. A three-dimensional (3D) model of a wind turbine foundation is designed …