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Filtering by: Subject Soil liquefaction -- Oregon -- Seaside -- Mathematical models Remove constraint Subject: Soil liquefaction -- Oregon -- Seaside -- Mathematical models

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Tsunami-induced Soil Instability

Creator:

Fischer, Rachael Marie

Abstract:

Recent tsunami field surveys from the 2011 Great East Japan Earthquake and Tsunami have recorded numerous examples of tsunami-induced soil instability: significant scour around foundations, foundation failure of piles, and other damage caused by liquefaction. From the observations of soil instability leading to the failure of critical coastal structures, it...

Resource Type:

Masters Thesis

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expected that soil instability caused by momentary liquefaction would be minor at Seaside, but soil
Probabilistic Tsunami Hazard and Damage Assessment of the Built Environment : Applied at Seaside, Oregon

Creator:

Park, Hyoungsu

Abstract:

Damage estimates to the built environment from tsunamis are important for disaster mitigation, including planning emergency response and recovery. This dissertation evaluates the damage states of buildings in a small urban coastal city, Seaside, Oregon, from tsunami hazards generated by a Cascadia Subduction Zone (CSZ) event. This study is separated...

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Dissertation

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states of buildings in a small urban coastal city, Seaside, Oregon, from tsunami hazards generated by a
Evaluation of the Performance of Lateral Spread Displacement Empirical Models for Subduction Zone Earthquake Case Histories

Creator:

Bunn, Michael

Abstract:

Lateral spread is a pervasive type of liquefaction-induced ground failure that occurs on gentle slopes or near free-faces, such as river channels. Resulting horizontal displacements can reach up to several meters, and can be considerably damaging to foundations, bridges, roadways, pipelines, etc. In the 1990s, Bartlett and Youd (1992a, 1995)...

Resource Type:

Masters Thesis

Full Text:

, Bartlett and Youd (1992a, 1995) introduced an empirical model for predicting liquefaction-induced
Estimation of true leaching requirement and resulting yield under different furrow irrigation practices

Creator:

Toraman, Haci Mustafa

Resource Type:

Masters Thesis

Full Text:

irrigated fields in Malheur County, eastern Oregon. Calibration of the hydraulic model was accomplished by

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Academic Affiliation

Civil and Construction Engineering3
Bioresource Engineering1

Advisor

Cox, Daniel T.1
English, Marshall J.1
Gillins, Daniel T.1
Mason, H. Benjamin1

Commencement Year

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Current results range from 1996 to 2016

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Committee Member

Barbosa, Andre1
Cox, Daniel T.1
Evans, T. Matthew1
Hill, David1
Leshchinsky, Ben1
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Creator

Bunn, Michael1
Fischer, Rachael Marie1
Park, Hyoungsu1
Toraman, Haci Mustafa1

Date

Date range begin – Date range end

Current results range from 1996 to 2016

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Decade

2010-20193
1990-19991

Degree Field

Civil Engineering3
Bioresource Engineering1

Degree Level

Master's3
Doctoral1

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Master of Science (M.S.)3
Doctor of Philosophy (Ph.D.)1

Language

English [eng]4

License

All rights reserved3

Non-Academic Affiliation

Oregon State University. Graduate School4

Peer Reviewed

No4

Resource Type

Masters Thesis3
Dissertation1

Rights Statement

In Copyright3
Copyright Not Evaluated1

Subject

Tsunami damage -- Oregon -- Seaside -- Mathematical models2
Beach erosion -- Oregon -- Seaside -- Mathematical models1
Earthquake damage -- Mathematical models1
Earthquake engineering1
Earthquakes1
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