PERMFILE72133

• Permit No: C1996083
• IBM Index Class Name: Permit File
• Doc Date: 5/12/2003
• Doc Name: Intro and Sections 1 thru 5 and 7 thru 8
• Section_Exhibit Name: Volume VII Geotechnical Studies
• Media Type: D
• Archive: No

•
STAGE NUMBER
LOCATION
HEIGHT (inches)
DIAMETER {inches)
WATER CONTENT (%)
DRY DENSITY (pcf)
NORMAL LOAD (kst)
SHEAR STRESS (ksfl
l l 2 l 3
B28 ~ 19 ft
0.928 1.036 0.967
1.920 1.920 1.920
14.0 16.7 16.7
106 109 109
3.0 6.0 9.0
2.76 4.76 6.52
Stage
OF SPECIMEN: Modified California lined sample
DESCRIPTION: Sandy Clay (Colluvium)
OF TEST: Consolidated, Drained Direct Shear
~ I-
BF
5~
4~
)~
0 0.05 0.1 0.15 0.2
Horizontal Displacement Qnches}
•
L J
7
tan
A= 0
32° 63
6 -

5

N4
a~
3
~
m
L
2

1

0
0 1 2 3 4 5 6 7 8 9
Normal Stress (ksf)
5002 60 I MAX/M I DIRECT SHEAR TEST RESULTS I Fig. 2
2655