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Untitled
The Institute of Theoretical and Applied Mechanics
5
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution as presented on USB, paper 990.:
PDF
Site Response Implicatins of Using vs Profiles Derived From “Blind” and Geologically-Guided Surface Wave Inversions
Teague, David
;
Cox, Brady
Linear-elastic (LE) and equivalent-linear (EQL) site response analyses were performed on two unique sets of Vs profiles, both of which were derived from the same surface [...]
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2.
Original version of the author's contribution as presented on USB, paper 593.:
PDF
Assessment of the Degree of Soil Stiffening From Stone Column Installation Using Direct Push Crosshole Testing
Wotherspoon, Liam
;
Phillips, Richard
This paper outlines the results of a full-scale field testing program designed to assess the degree of soil stiffening resulting from the installation of shallow stone co [...]
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3.
Original version of the author's contribution as presented on USB, paper 2387.:
PDF
Nheri-Ef@Utexas Experimental Facility: Large-Scale Mobile Shakers for Natural Hazard Field Studies To Develop Resilient and Sustainable Infrastructure
Stokoe, Kenneth
;
Menq, Farnyuh
The vision of the Natural Hazards Engineering Research Infrastructure (NHERI) Program supported by the U.S. National Science Foundation (NSF) is to "transform how future [...]
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4.
Original version of the author's contribution as presented on USB, paper 2266.:
PDF
Field Evaluation of the Coupled Shear Strain and Pore Water Pressure Generation Leading To Liquefaction Triggering Using Controlled Dynamic Loading
Stokoe, Kenneth
;
Roberts, Julia
Since the 1980s, the instrumented Wildlife Liquefaction Array (WLA) in Imperial Valley, California, has been the focus of ongoing seismic and soil-liquefaction research. [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 11-0068.:
PDF
Deep Downhole Seismic Testing for Earthquake Engineering Studies
Stokoe II, Kenneth H.
;
Rohay, Alan
Downhole seismic testing is one field test that is commonly used to determine compression-wave (P) and shearwave (S) velocity profiles in geotechnical earthquake engineer [...]
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