Att. I - Appendix C - Geotechnical parameters charts.pdf
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- Solicitation number
- N6247021R0003
About this file
This document contains a solicitation for the construction of an entry control point at Aviano Air Base in Italy. The solicitation was issued by the Naval Facilities Engineering Command on behalf of the Department of the Navy under number N6247021R0003. Interested parties are invited to bid on providing construction services to build the entry control point, as described in the solicitation and accompanying attachments, which include technical specifications and drawings. The deadline to submit bids in response to this solicitation is not specified in the documents provided. The selected bidder will be awarded a contract to complete the construction project at Aviano Air Base.
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Text version
0 10 20 30 40 50 60 70 80 90 100 z (m b .g
.s
NSPT
Standard Penetration Test
GC, GL (Conical tip) ML (Raymond)
0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% z (m b .g
.s
DR
Incoherent soils - Relative Density
30 35 40 45 50 z (m b .g
.s
Incoherent Soils - Friction Angle
0 20 40 60 80 100 z (m b .g
.s
E' (MPa)
Incoherent Soils - Elastic Modulus
0 50 100 150 200 250 z (m b .g
.s cU (kPa)
Cohesive soils - Undrained Cohesion
0 5 10 15 20 25 30 z (m b .g
.s
M (MPa)
Cohesive Soils - Oedometric Modulus
0 0 ,0
,0
,0
,1
Percentage passing (%)
P a rt ic le s iz e m m
P a rt ic le -s iz e d is tr ib u ti o n
P
S D
S C r1
,0
,5 m
S C r2
,0
,5 m
S C r3
,0
,0 m
S C r4
,0
,0 m
S C r1
,4
,0 m
S C r2
,0
,0 m
S C r1
,0
,0 m
S C r1
,0
,0 m
S C r2
,0
,0 m
S C r3
,1
,0 m
S C r4
,0
,0 m
S C r2
,0
,0 m
S C r1
,2
,0 m
S C r1
,1
,8 m
S C r2
,5
,0 m
S C r3
,0
,0 m
G R A V E L
S A N D
S
IL
T
C L A Y
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