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ARCHIVED REPORTS_2003_5
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2003_5
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Last modified
7/17/2020 3:53:22 PM
Creation date
7/3/2020 10:49:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2003_5
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_2003_5.tif
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EHD - Public
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i I For each analysis, the tensile strains were calculated from the deformed spacing betwe <br /> ! adjacent grid points in the surface against the initial grid spacing. A characteristic curve of t <br /> maximum tensile strains versus ratio of void width (Ly) to controlled fill thickness r—, <br /> developed from the analyses' results. This curve is presented in Figure 4. <br /> 2.0 <br /> 1.8 d : <br /> v 1.6 <br /> 1.4 <br /> m m <br /> G 1.2 O <br /> 1.0 <br /> E Cn <br /> � m 0.8 <br /> 0.6 O <br /> `X c i <br /> ° 0.4 /O <br /> 0.2 O0.0 - <br /> o.oS r0 <br /> 0.0 0.2 0.4 0.6 0.8_. 1.0 1.2 <br /> Rotio of Void Width to Controlled FII Thickness (LD,/T) <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 p LEONARD (BEAM FLEXURE TESTS D <br /> O TSCHMOTARtOFF (DIRECT TENSION TESTS I <br /> O WES DATA(DIRECT TENSION TESTS 1 <br /> i <br /> 20 <br /> f- <br /> N <br /> W <br /> _J <br /> N <br /> Z <br /> W <br /> 1.0 <br /> O <br /> 0 <br /> I 10 100 1000 <br /> PLASTICtTY INDEX.X <br /> Figure 5 Tensile strain versus plasticity index <br /> (After Gilbert and Murphy, 1987) <br /> f 1506-Vancouvcr,Canada-Geosynthetics'93 <br />
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