My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Application Materials
>
OnTrack
>
PF
>
2026
>
PF 26-02
>
Application Materials
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/6/2026 9:24:20 AM
Creation date
2/5/2026 6:09:22 PM
Metadata
Fields
Template:
PDD_Planning_Development
File Type
PF
File Year
26
File Sequence Number
2
Application Name
The Mark at Eugene
Document Type
Application Materials
Document_Date
2/3/2026
External View
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
91
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
EARTH <br />DYNAMICS <br />LLC <br /> <br />ReMi Analysis 1200 Alder St <br />October, 2025 <br /> <br />Page 1 <br /> <br /> <br /> <br />1.0 INTRODUCTION <br /> <br />Foundation Engineering Inc. engaged Earth Dynamics LLC to conduct a geophysical <br />exploration at the site described as The Mark at Eugene located at 1200 Alder Street in <br />Eugene, Oregon. This study was requested and authorized by Ms. Mallory McAdams of <br />Foundation Engineering Inc. The geophysical field work was completed by Mr. Daniel <br />Lauer of Earth Dynamics LLC on October 31, 2025. This report describes the <br />methodology and results of the geophysical investigation. <br /> <br /> <br />2.0 SCOPE OF WORK <br /> <br />The purpose of this study is to characterize the subsurface shear wave velocity at the <br />site. These data are needed to help determine the seismic response of the site to <br />earthquake loading. The exploration consisted of one twenty-four channel refraction <br />microtremor (ReMi) array. <br /> <br /> <br />3.0 METHOD <br /> <br />The ReMi technique provides a simplified characterization of relatively large volumes of <br />the subsurface. The method can be used to estimate one-dimensional shear wave <br />velocity profiles and provide site-specific soil classification data as described in ASCE 7- <br />22 (2022). In a ReMi survey, geophones are deployed at designated intervals along a <br />linear array. The resolution and depth of investigation depends upon the geophone cut- <br />off frequency, spacing of the geophones, the total array length, and the frequency <br />characteristics of the Rayleigh waves at the site. For “rule of thumb” survey planning, <br />the nominal depth of investigation is assumed to be approximately one-third of the <br />geophone array length. <br /> <br />The theoretical basis of the ReMi method is the same as Spectral Analysis of Surface <br />Waves (SASW) and Multi-channel Analysis of Surface Waves (MASW) as first <br />described to the earthquake engineering community by Nazarian and Stokoe (1984). <br />However, ReMi does not require a frequency-controlled source and the field equipment <br />is much more compact and economical. A complete description of the theoretical basis <br />for ReMi is described by Louie (2001). In ReMi analysis all interpretation is done in the <br />frequency domain, and the method assumes that the most energetic arrivals recorded <br />are Rayleigh waves. By applying a time-domain velocity analysis, Rayleigh waves can <br />be separated from body waves, air waves, and other coherent noise. Transforming the <br />time-domain velocity results into the frequency domain allows combination of many <br />arrivals over a long time period and yields recognition of dispersive surface waves. <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.