My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE56525
DRMS
>
Back File Migration
>
Permit File
>
600000
>
PERMFILE56525
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:59:05 PM
Creation date
11/20/2007 5:06:36 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1984065
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
App. 4.3-1 Initial Geotech Study
Section_Exhibit Name
APPENDIX 4.3-1 INITIAL GEOTECHNICAL STUDY LOGGING & TESTING EVALUATION
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
33
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
10 <br />• n w~WO (15] <br />where Ww ~ saturated veight in air <br />Wo ~ dry veight in air <br />V ~ volume <br />Moisture. The moisture content of a material was deter- <br />mined relative to the condition of the material as it was <br />received in the laboratory. A sample of material was weighed <br />and then dried overnight. The moisture content was then deter- <br />mined as follows: <br />m ~ WWRD [16J <br />where WR ~ weight as received <br />WD ~ dry weight <br />Slake Potential. The slake potential test is used to <br />estimate the decomposition characteristics of a rock sample <br />subjected to alternating wet and dry conditions. The test in- <br />volves measuring the initial sample weight and the sample weight <br />after each of a series of sample wettings and dryings. The per- <br />centage weight loss per wet-dry cycle is plotted and provides a <br />scale of 0(no slaking potential) to 10(very extreme slaking <br />potential) is subjectively estimated. <br />Swell Potential. The swell potential test is used to <br />estimate the swelling characteristics of a rock sample subjected <br />to water immersion conditions. The test involves the measure- <br />ment of the axial strain of a carefully prepared rock cylinder <br />as a function of time. The rock cylinder is placed in a metal <br />device which confines the cylinder in the diametral direction. <br />The rock sample and surrounding confinement device are then sub- <br />merged in water which saturates the exposed rock sample ends. <br />Small holes in the confinement device allow water to enter the <br />sides of the rock sample. Measurements of sample length are <br /> <br />SEEGMILLER INTERNATIONAL <br />
The URL can be used to link to this page
Your browser does not support the video tag.