Index Catalog // ScholarsArchive@OSU

Coastal Soil and Structure Behavior during Earthquake-Tsunami Multi-Hazards

Creator:: Qiu, Yingqing
Abstract:: Coastal multi-hazards, i.e., earthquakes followed by tsunamis, induce severe damage to coastal infrastructure. The multi-hazards can cause soil liquefaction, which is one of the major concerns for evaluating sediments transport potential and structure failure mechanisms. The objectives for this work is threefold. First, to build and validate a soil numerical...
Resource Type:: Dissertation
Full Text:: discover the behind scene and side scene of geotechnical earthquake engineering. Professor Rebecca Olson

Geotechnical Reconnaissance: The 28 September 2018 M7.5 Palu-Donggala, Indonesia Earthquake

Creator:: Mason, H. Benjamin, Gallant, Aaron P., Hutabarat, Daniel, Montgomery, Jack, Reed, A. Nicole, Wartman, Joseph, Irsyam, Masyhur, Prakoso, Widjojo, Djarwadi, Didiek, Harnanto, Dandung, Alatas, Idrus, Rahardjo, Paulus, Simatupang, Pintor, Kawanda, Aksan, and Hanifa, Rahma
Abstract:: The Mw7.5 Palu-Donggala earthquake occurred on 28 September 2018 at 6:02 PM local time, and was caused by strike-slip faulting along the north-south trending Palu-Koro fault that extends through Palu City and the Central Sulawesi region of Indonesia. The United States Geological Survey (USGS) reports the epicenter was approximately 72...
Resource Type:: Technical Report
Full Text:: Association is made possible by the vision and support of the NSF Geotechnical Engineering Program Directors

Numerical Simulations and Microscale Analyses of Offshore Anchor-Granular Material Systems

Creator:: Zhang, Nan
Abstract:: Anchoring systems are used to hold floating offshore devices (e.g., energy devices, oil platforms) to keep them on their stations. Anchors are embedded into the seabed soils. In some cases, the interface shear between anchor and seabed soils together with anchor self-weight provide the holding capacity of the anchoring systems....
Resource Type:: Dissertation
Full Text:: and Construction Engineering Dean of the Graduate School I

Tsunami Evacuation Site, Geotechnical Investigation, Newport, Oregon

Creator:: Running, David L., Maitland, James K., and Foundation Engineering, Inc.
Abstract:: The City of Newport (City) plans to develop a tsunami evacuation site to serve the South Beach area. The proposed site consists of an undeveloped hill located adjacent to Highway 101, southwest of the Yaquina Bay Bridge (Figure 1A, Appendix A). The site will be designated Safe Haven Hill. This...
Resource Type:: Technical Report

The Ore Bin ; Vol. 38 No. 11 (November 1976)

Creator:: Oregon. Dept. of Geology and Mineral Industries, Farooqui, Saleem M., and Heinrichs, Donald F.
Abstract:: The Columbia River Basalt consists of dozens of seemingly identical flows of basalt covering thousands of square miles of Oregon, Washington, and Idaho. For years, detailed mapping of the units relied almost entirely on subtle petrographic distinctions, the presence or absence of interbeds, and actual walking along contacts in the...
Resource Type:: Journal
Full Text:: Field Conf. guidebook, 1965: Peterson and Groh, editors' . 3.50 Engineering geology of Tualatin

The Ore bin ; Vol. 28 No. 2 (February 1966)

Creator:: Oregon. Dept. of Geology and Mineral Industries and Hines, Pierre R.
Resource Type:: Journal
Full Text:: , because of the increases in these items of two and a half to three times since World War II (Engineering

The Ore bin ; Vol. 24 No. 11 (November 1962)

Creator:: Oregon. Dept. of Geology and Mineral Industries, Schlicker, Herbert G., Dehlinger, Peter, and Berg, Joseph W.
Resource Type:: Journal
Full Text:: GEOLOGY AND MINERAL INDUSTRIES • The Ore Bin • Published Monthly By STATE OF OREGON DEPARTMENT OF

Geotechnical characterization and drained shear strength of a limestone aggregate

Creator:: Knierim, Christina D.
Abstract:: Aggregate piers are a method of ground improvement used to increase the strength and bearing capacity of the native geological soils for the support of new civil infrastructure. The understanding of the bearing failure mechanism of aggregate piers remains largely unstudied. The effects of design variables in the failure mechanisms...
Resource Type:: Honors College Thesis
Full Text:: Criterion and Shear Strength Parameters In geotechnical engineering, the strength of a soil is equal to

The seismic geotechnical modeling, performance, and analysis of pile-supported wharves

Creator:: McCullough, Nason J.
Abstract:: This dissertation presents the results of a research effort conducted to better understand the seismic performance and analysis of pile-supported wharves. Given the limited number of well-documented field case histories, the seismic performance of pile-supported wharves has been poorly quantified, and the analysis methods commonly employed in engineering practice have...
Resource Type:: Dissertation
Full Text:: Geotechnical Modeling, Performance, and Analysis of Pile- Supported Wharves. Abstract Approved: Stephen E

Correlation between Seismic Parameters and Damage Indices of Reinforced Concrete Structures, Συσχέτιση Σεισμικών Παραμέτρων και Ολικών Δεικτών Βλάβης σε Κατασκευές Οπλισμένου Σκυροδέματος

Creator:: Lazaridis, Petros C., Kavvadias, Ioannis E., and Vasiliadis, Lazaros K.
Abstract:: In the present work, a correlation is made between seismic intensity parameters and total damage indicators of reinforced concrete structures. For this purpose, natural ground motions recordings were used, from which intensity measures were calculated and alternatives were proposed. Then, through dynamic inelastic time history analyzes, damage indices were evaluated...
Resource Type:: Conference Proceeding
Full Text:: parameters and damage indices of structures. Engineering Structures, 23(6):698 – 704, 2001. 2. Vrochidou E

ScholarsArchive@OSU

Coastal Soil and Structure Behavior during Earthquake-Tsunami Multi-Hazards

Geotechnical Reconnaissance: The 28 September 2018 M7.5 Palu-Donggala, Indonesia Earthquake

Numerical Simulations and Microscale Analyses of Offshore Anchor-Granular Material Systems

Tsunami Evacuation Site, Geotechnical Investigation, Newport, Oregon

The Ore Bin ; Vol. 38 No. 11 (November 1976)

The Ore bin ; Vol. 28 No. 2 (February 1966)

The Ore bin ; Vol. 24 No. 11 (November 1962)

Geotechnical characterization and drained shear strength of a limestone aggregate

The seismic geotechnical modeling, performance, and analysis of pile-supported wharves

Correlation between Seismic Parameters and Damage Indices of Reinforced Concrete Structures, Συσχέτιση Σεισμικών Παραμέτρων και Ολικών Δεικτών Βλάβης σε Κατασκευές Οπλισμένου Σκυροδέματος

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