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ARCHIVED REPORTS_2008_19
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2008_19
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Last modified
7/17/2020 3:53:28 PM
Creation date
7/3/2020 10:53:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2008_19
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2008_19.tif
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EHD - Public
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For each analysis; the tensile strains were cal firom the dehormed spacing 6etwt <br /> 1,. adjacent grid points in the surface against the initial grid spacing. A characteristic curve qift <br /> maximum tensile strains versus ratio of void width OL.) to controlled fill thickness <br /> developed from the analyses' results. This curve is presented in Figure 4. <br /> 2.0 <br /> 1.8 b , <br /> o 1.6 ' <br /> 1.4 <br /> w <br /> y o 1.2 0 <br /> Im 1.0 <br /> m 0.8 <br /> E L 0.6 _ <br /> 0.4 <br /> 0.2 �O <br /> 0-0 <br /> ,o <br /> 0.0 0.2 0.4 0.6 0.8-- 1.0 1.2 <br /> Ratio of Void Width to Controlled FII Thickness (VT) <br /> Figure 4 Maximum tensile strain versus ratio of void width/controlled fill thickne <br /> on 0.9m x 0.9m x 1.8m (3'x3'x6') void <br /> 3.5 <br /> LEGEND <br /> 3.0 0 LEpp�0 ( SEAM FLEXURE TESTS D <br /> O TSCHEHOTARIOFF t DIRECT TENSION TESTS 1 <br /> 0 WES DATA (DIRECT TENSION TESTS1 <br /> i <br /> 20 <br /> F- <br /> W <br /> _J <br /> N <br /> 2 <br /> W <br /> 0 <br /> 0 <br /> t to loo 1000 <br /> PLASTICITY IND M % <br /> Figure 5 Tensile strain versus plasticity index <br /> (After Gilbert and Murphy, 1987) <br /> 1506- Vancouver.Canada-C,cosynthctics'93 <br />
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