My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2010_5
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_2010_5
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 8:37:49 PM
Creation date
7/3/2020 10:44:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010_5
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2010_5.tif
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
597
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
® 5.2.2 Interface/Internal Shear Strength Data Interpretation <br />The interface/internal shear strengths specified above are defined in terms of a friction <br />angle alone (which was done to simplify the slope stability analyses). It is likely that the <br />interface/internal shear strength envelopes measured from direct shear tests would be <br />non-linear and show both adhesion and friction. Therefore, the following procedure is <br />recommended while evaluating the measured shear strength test data: <br />• If the measured residual Mohr -Coulomb failure envelope (within a normal <br />stress range of 0 to 12000 psf) plots entirely above the failure envelope defined <br />by a friction angle of 10.5 degrees, the shear strength is acceptable. <br />• If the measured residual Mohr -Coulomb failure envelope (within a normal <br />stress range of 0 to 12000 psf) plots entirely below the failure envelope defined <br />by a friction angle of 10.5 degrees, the shear strength is not acceptable. <br />• If a major portion of the measured residual Mohr -Coulomb failure envelope <br />(within a normal stress range of 0 to 12000 psf) plots above that defined by a <br />friction angle of 10.5 degrees (and only a small portion of the measured <br />envelope plots below), additional slope stability analysis should be performed <br />to determine whether the measured shear strength results in acceptable factors <br />of safety. <br />\\SACRFPI\COMMON\sacDP\2002\1>RAPJ8\83\835608.2bz.doc EMCOWOW]', Inc. <br />Rev_ 0, 07/31/02 <br />5-3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.