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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
Metadata
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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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<br />GOLDER ASSOCIATES, fNC. <br />INTERFACE DIRECT SHEAR TESTING <br />~i <br />-~ <br />i <br />~~ <br />24000 <br />TEST SERIES NUMBER 12: WEED LOW VOLUME <br />_ SOLUTION COLLECTION FILL /WETTED 100-mil <br />GSE TEXTURED HYPERFLEX GEOMEMBRANE / WETTED <br />zoooo AREA 2 SOIL LINER F1LL (TP- 7) AT OPTIMUM <br />_ MOISTURE CONTENT <br />t 6000 -TEST CONDITIONS-- <br />.o ~+• o, = 54.0 psi <br />~- .-.-...-. Q„ 150.0 psi <br />w <br />U <br />Or <br />O 12000 <br />W <br />2 <br />N <br />5000 <br />4000 <br /> <br />0 <br />4.0 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), <br />and the contact areo remained constant throughout the <br />entire test. <br />DATE TESTED: 11 DECEMBER 1995 <br />~~ FIGURE NO. s ~ ~_~ <br />.ir. GEO SYN'I'I:C CONSULTANTS FROrECT No. <br />SOIL-GEOSYNTHETIC INFRACTION 7E5TiNG LABORATORY DOCUMENT NO. <br />FILE NO. <br />
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