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2008-04-15_REVISION - M1980244 (278)
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2008-04-15_REVISION - M1980244 (278)
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Last modified
6/15/2021 5:52:04 PM
Creation date
5/8/2008 1:09:55 PM
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
4/15/2008
Doc Name
VOL V APP 8 Appendix B.6.6 Interface Shear Strenth Testing for Borrow Area #2 (1996c)
From
CC & V
To
DRMS
Type & Sequence
AM9
Media Type
D
Archive
No
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a: <br />24000 <br />20000 <br />~ 16000 <br />N <br />W <br />U <br />Q: <br />O 12000 <br />o: <br />N <br />8000 <br />4000 <br />GOLDER ASSOCIATES, [NC. <br />INTERFACE DIRECT SHEAR TESTING <br />,: <br />TEST SERIES NUMBER 15: WETTED LOW VOLUME <br />SOLUTION COLLECTION FlLL WETTED 100-mil <br />GSE TEXTURED HYI'ERI'LEX EOl~1EMBRANE / WEi TED <br />AREA 2 SOIL LINER FlLL (TP-20) AT OPTIMUM <br />MOISTURE CONTENT UNDEPP. CONSOUDAT~D CONDITIONS <br />TEST CONDfTIONS <br />~~ o„ _ _ 50.0 psi <br />-+-~-•+ o„ = 100.0 psi <br />o„ 150.0 psi <br />f-~+~++ o„ = 300.0 psi <br />CDNSOLIDATION STRESS: etch normal stress <br />CONSOLIDATION 71ME: 14 hours <br />SHEAR RATE: 0.04 in/min <br />0 <br />0.0 0.4 0.8 1.2 1.6 2.0 2.4 <br /> DISPLACEMENT (in.) <br />NOTE: The shear box size was 12 in. by 12 in.(300 mm by 300 mm) for tests <br />conducted at normal stresses ranging from 50 to 150 psi (350 to 1,050 <br />kPa), and 6 in, by 6 in. 150 mm br 150 mm) for tfie test conducted <br />at a normal stress of 30 psi (2,100 kPa). <br />..~ <br />DATE TESTED: 17 TO 21 DECEMBER 1995 <br />~~~. FlGURE NO. A.z2-~ <br />•~~~ GEO SYNTEC CONSULTANTS PROJECT NO• GU3920 <br />DOCUMENT NO. S0196O06 <br />SOIL~3EOSYHiHET1C ttdTERACTION TESTING 1J180RATGRY <br />FlLE NO. <br />
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