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ARCHIVED REPORTS_2010_14
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ARCHIVED REPORTS_2010_14
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Entry Properties
Last modified
7/18/2020 12:56:45 AM
Creation date
7/3/2020 10:55:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010_14
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_2010_14.tif
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EHD - Public
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i <br /> } , For each analysis, the tensile strains wen c aladaW from the deformed spacing betw, <br /> ! ' ^adjacent grid-points in the surface against the initisd grid spacing. A characteristic curve or <br /> maximum tensile strains versus ratio of void width (4) to controlled fill thickness f-- <br /> developed from the analyses' results. This curve is pirsented in Figure 4. <br /> �.o <br /> d <br /> 0 V.6 <br /> N " t'..4 <br /> m m j <br /> Tn o 1 i�2 O <br /> 1 <br /> E v' 0'8 <br /> 0J6 0i <br /> 0.14 <br /> 0.2 �O - <br /> �O <br /> 0.0 <br /> 1 10.0 0.2 0.4 0.6 0.8__. 1.0 1.2 <br /> Ratio of Void Width to Controlled F11 Thickness (LY/T) <br /> Figure 4 *aucimum tensile strain versus ratio of void width/controlled fill thiekitc <br /> on 0.9m x 0.9m x 1.8m (3'x3'x6') void <br /> 3.s <br /> LEGEND <br /> 3.0 A tFOHARD t BEAU FLOO RE TESTS 1 <br /> O TS04EBOTARIO'FF t DIRECT TENSION TESTS t <br /> O WES DATA (DIRECT TENSION TESTS? <br /> Zo <br /> W <br /> _J <br /> N <br /> 2 <br /> W <br /> t.0 _ <br /> O <br /> ® O <br /> O <br /> I ' to too 1000 <br /> PIASTICtTY INDEX 7 <br /> Figure 5 Tensile strain versus plasticity index <br /> (After Gilbert and Murphy, 198 <br /> 1506- Vancouver.Canada-Goosyntiledes"93 <br />
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