cone penetration test report - novo tech software€¦ · cone penetration test report project :...
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CONE PENETRATION TEST REPORTProject : NovoCPT Example Project 1Project No. : 110-252Client : XYZ Investment Ltd.Location : Princess Park, North VancouverNotes : An example of NovoCPT cone penetration test processing
Borehole : CPT-1Ground Water Level : 1 mCoordinates : n.a.Co-ordinates : X=29.6 , Y=14.1 , Z=99.5Calculated By : SK
Ground Slope : Free Face L/H=12PGA = 0.35 g, EQ. Magnitude M = 7Cone Area Ratio = 0.8CPT Max. Depth = 51.22 mChecked By : AA
ABC Consulting Ltd.Geotechnical Consulting Engineers
NovoCPT v4.0.2019.310; Licensed to Kandoo Engineering ([email protected])
CPT File: C:\_NovoTech\Sources\_VS2019QLM\NovoCPT\bin\Example1.ncpt; Printed on March 10, 2019 9:56:03 PM by DESKTOP-7011856\info
Page 1
T ip R e s is ta n c e q c (M P a )
0 2 4 6 8 1 0 1 2 1 4 1 6
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pth
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S le e v e R e s is ta n c e fs ( k P a )
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pth
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P o re P re s s u re u 2 (k P a )
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N o rm a l iz e d F r ic t io n R a t io F r (% )
-1 0 0 1 0 2 0 3 0 4 0
De
pth
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CONE PENETRATION TEST REPORTProject : NovoCPT Example Project 1Project No. : 110-252Client : XYZ Investment Ltd.Location : Princess Park, North VancouverNotes : An example of NovoCPT cone penetration test processing
Borehole : CPT-1Ground Water Level : 1 mCoordinates : n.a.Co-ordinates : X=29.6 , Y=14.1 , Z=99.5Calculated By : SK
Ground Slope : Free Face L/H=12PGA = 0.35 g, EQ. Magnitude M = 7Cone Area Ratio = 0.8CPT Max. Depth = 51.22 mChecked By : AA
ABC Consulting Ltd.Geotechnical Consulting Engineers
NovoCPT v4.0.2019.310; Licensed to Kandoo Engineering ([email protected])
CPT File: C:\_NovoTech\Sources\_VS2019QLM\NovoCPT\bin\Example1.ncpt; Printed on March 10, 2019 9:56:03 PM by DESKTOP-7011856\info
Page 2
F r ic t io n R a t io R f (% )
-5 0 5 1 0 1 5 2 0
De
pth
(m)
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C o r re c te d t ip re s is ta n c e q t (M P a )
0 2 4 6 8 1 0 1 2 1 4 1 6
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pth
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N o rm a l iz e d P o re P re s s u re B q
-0 .5 0 0 .5 1
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pth
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U n d ra in e d S h e a r S t re n g th S u(k P a )
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pth
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CONE PENETRATION TEST REPORTProject : NovoCPT Example Project 1Project No. : 110-252Client : XYZ Investment Ltd.Location : Princess Park, North VancouverNotes : An example of NovoCPT cone penetration test processing
Borehole : CPT-1Ground Water Level : 1 mCoordinates : n.a.Co-ordinates : X=29.6 , Y=14.1 , Z=99.5Calculated By : SK
Ground Slope : Free Face L/H=12PGA = 0.35 g, EQ. Magnitude M = 7Cone Area Ratio = 0.8CPT Max. Depth = 51.22 mChecked By : AA
ABC Consulting Ltd.Geotechnical Consulting Engineers
NovoCPT v4.0.2019.310; Licensed to Kandoo Engineering ([email protected])
CPT File: C:\_NovoTech\Sources\_VS2019QLM\NovoCPT\bin\Example1.ncpt; Printed on March 10, 2019 9:56:03 PM by DESKTOP-7011856\info
Page 3
E q u iv a le n t S P T B lo w s N 6 0
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T ip R e s is ta n c e q c (M P a )
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pth
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F in e s C o n te n t (% )
0 2 0 4 0 6 0 8 0 1 0 0
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O v e rb u rd e n S t re s s (k P a )
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pth
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W
CONE PENETRATION TEST REPORTProject : NovoCPT Example Project 1Project No. : 110-252Client : XYZ Investment Ltd.Location : Princess Park, North VancouverNotes : An example of NovoCPT cone penetration test processing
Borehole : CPT-1Ground Water Level : 1 mCoordinates : n.a.Co-ordinates : X=29.6 , Y=14.1 , Z=99.5Calculated By : SK
Ground Slope : Free Face L/H=12PGA = 0.35 g, EQ. Magnitude M = 7Cone Area Ratio = 0.8CPT Max. Depth = 51.22 mChecked By : AA
ABC Consulting Ltd.Geotechnical Consulting Engineers
NovoCPT v4.0.2019.310; Licensed to Kandoo Engineering ([email protected])
CPT File: C:\_NovoTech\Sources\_VS2019QLM\NovoCPT\bin\Example1.ncpt; Printed on March 10, 2019 9:56:03 PM by DESKTOP-7011856\info
Page 4
E f fe c t iv e O v e rb u rd e n S t re s s (k P a )
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pth
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S o i l B e h a v io u r T y p e S B T
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S o i l T y p e In d e x Ic
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N o rm a l iz a t io n n
0 0 .2 0 .4 0 .6 0 .8 1 1 .2 1 .4 1 .6 1 .8 2
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CONE PENETRATION TEST REPORTProject : NovoCPT Example Project 1Project No. : 110-252Client : XYZ Investment Ltd.Location : Princess Park, North VancouverNotes : An example of NovoCPT cone penetration test processing
Borehole : CPT-1Ground Water Level : 1 mCoordinates : n.a.Co-ordinates : X=29.6 , Y=14.1 , Z=99.5Calculated By : SK
Ground Slope : Free Face L/H=12PGA = 0.35 g, EQ. Magnitude M = 7Cone Area Ratio = 0.8CPT Max. Depth = 51.22 mChecked By : AA
ABC Consulting Ltd.Geotechnical Consulting Engineers
NovoCPT v4.0.2019.310; Licensed to Kandoo Engineering ([email protected])
CPT File: C:\_NovoTech\Sources\_VS2019QLM\NovoCPT\bin\Example1.ncpt; Printed on March 10, 2019 9:56:03 PM by DESKTOP-7011856\info
Page 5
N o rm a l iz e d T ip R e s is ta n c e Q tn
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Q t
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U n i t W e ig h t ( k N /m 3 )
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H y d ra u l ic C o n d u c t iv i t y K (m /s )
1 E -1 0 1 E -8 1 E -6 1 E -4 1 E -2
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pth
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W
CONE PENETRATION TEST REPORTProject : NovoCPT Example Project 1Project No. : 110-252Client : XYZ Investment Ltd.Location : Princess Park, North VancouverNotes : An example of NovoCPT cone penetration test processing
Borehole : CPT-1Ground Water Level : 1 mCoordinates : n.a.Co-ordinates : X=29.6 , Y=14.1 , Z=99.5Calculated By : SK
Ground Slope : Free Face L/H=12PGA = 0.35 g, EQ. Magnitude M = 7Cone Area Ratio = 0.8CPT Max. Depth = 51.22 mChecked By : AA
ABC Consulting Ltd.Geotechnical Consulting Engineers
NovoCPT v4.0.2019.310; Licensed to Kandoo Engineering ([email protected])
CPT File: C:\_NovoTech\Sources\_VS2019QLM\NovoCPT\bin\Example1.ncpt; Printed on March 10, 2019 9:56:03 PM by DESKTOP-7011856\info
Page 6
F r ic t io n A n g le (d e g )
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pth
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O v e rc o n s o l id a t io n R a t io O C R
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V o id R a t io e
0 .7 0 .8 0 .9 1 1 .1
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pth
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A t R e s t E a r th P re s s u re C o e f f . K o
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pth
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W
CONE PENETRATION TEST REPORTProject : NovoCPT Example Project 1Project No. : 110-252Client : XYZ Investment Ltd.Location : Princess Park, North VancouverNotes : An example of NovoCPT cone penetration test processing
Borehole : CPT-1Ground Water Level : 1 mCoordinates : n.a.Co-ordinates : X=29.6 , Y=14.1 , Z=99.5Calculated By : SK
Ground Slope : Free Face L/H=12PGA = 0.35 g, EQ. Magnitude M = 7Cone Area Ratio = 0.8CPT Max. Depth = 51.22 mChecked By : AA
ABC Consulting Ltd.Geotechnical Consulting Engineers
NovoCPT v4.0.2019.310; Licensed to Kandoo Engineering ([email protected])
CPT File: C:\_NovoTech\Sources\_VS2019QLM\NovoCPT\bin\Example1.ncpt; Printed on March 10, 2019 9:56:03 PM by DESKTOP-7011856\info
Page 7
C o n s t ra in e d M o d u lu s M (M P a )
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pth
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C la y S e n s i t iv i t y S t
-1 0 0 0 1 0 0 2 0 0
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pth
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1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
2 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 8
2 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 8
3 9
4 0
4 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 9
5 0
5 1
5 2
W
S h e a r W a v e V e lo c i t y V s (m /s )
0 1 0 0 2 0 0 3 0 0
De
pth
(m)
0
1
2
3
4
5
6
7
8
9
1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
2 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 8
2 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 8
3 9
4 0
4 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 9
5 0
5 1
5 2
W
M a x im u m S h e a r M o d u lu s G m a x(M P a )
0 5 0 1 0 0 1 5 0 2 0 0
De
pth
(m)
0
1
2
3
4
5
6
7
8
9
1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
2 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 8
2 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 8
3 9
4 0
4 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 9
5 0
5 1
5 2
W
CONE PENETRATION TEST REPORTProject : NovoCPT Example Project 1Project No. : 110-252Client : XYZ Investment Ltd.Location : Princess Park, North VancouverNotes : An example of NovoCPT cone penetration test processing
Borehole : CPT-1Ground Water Level : 1 mCoordinates : n.a.Co-ordinates : X=29.6 , Y=14.1 , Z=99.5Calculated By : SK
Ground Slope : Free Face L/H=12PGA = 0.35 g, EQ. Magnitude M = 7Cone Area Ratio = 0.8CPT Max. Depth = 51.22 mChecked By : AA
ABC Consulting Ltd.Geotechnical Consulting Engineers
NovoCPT v4.0.2019.310; Licensed to Kandoo Engineering ([email protected])
CPT File: C:\_NovoTech\Sources\_VS2019QLM\NovoCPT\bin\Example1.ncpt; Printed on March 10, 2019 9:56:03 PM by DESKTOP-7011856\info
Page 8
E s M in . (M P a )
0 1 0 0 2 0 0 3 0 0
De
pth
(m)
0
1
2
3
4
5
6
7
8
9
1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
2 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 8
2 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 8
3 9
4 0
4 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 9
5 0
5 1
5 2
W
E s M a x . (M P a )
0 1 0 0 2 0 0 3 0 0
De
pth
(m)
0
1
2
3
4
5
6
7
8
9
1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
2 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 8
2 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 8
3 9
4 0
4 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 9
5 0
5 1
5 2
W
CONE PENETRATION TEST REPORTProject : NovoCPT Example Project 1Project No. : 110-252Client : XYZ Investment Ltd.Location : Princess Park, North VancouverNotes : An example of NovoCPT cone penetration test processing
Borehole : CPT-1Ground Water Level : 1 mCoordinates : n.a.Co-ordinates : X=29.6 , Y=14.1 , Z=99.5Calculated By : SK
Ground Slope : Free Face L/H=12PGA = 0.35 g, EQ. Magnitude M = 7Cone Area Ratio = 0.8CPT Max. Depth = 51.22 mChecked By : AA
ABC Consulting Ltd.Geotechnical Consulting Engineers
NovoCPT v4.0.2019.310; Licensed to Kandoo Engineering ([email protected])
CPT File: C:\_NovoTech\Sources\_VS2019QLM\NovoCPT\bin\Example1.ncpt; Printed on March 10, 2019 9:56:03 PM by DESKTOP-7011856\info
Page 9
:: Current Analysis Settings and Correlations
Apply 2009 Robertson Normalization n : No
N60 : Jefferies & Davis 1993
Hydraulic Conductivity K : Robertson et al. 1986 (SBT)
Unit Weight From Rf and qt : Yes
Shear Wave Velocity Vs : Mayne 2006c (all soils)
Undrained Shear Strength Su : use Nk=12.5
Clay Overconsolidation Ratio OCR : Powell et al. 1998
Sand Overconsolidation Ratio OCR : Mayne 2005
Clay Friction Angle : Sunneset et al., 1988 and 1989 (NTH solution)
Sand Friction Angle : Robertson & Campanella 1983
Clay Young's Modulus Es : Duncan & Buchihmami 1976
Sand Young's Modulus Es : Bellotti et al. 1989
Sand Relative Density Dr : Jamiolkowski et al. 2001
Clay Sensitivity St : Robertson & Campanella 1988 Ns=6
Liquefaction MSF : Youd et al. 2001 (NCEER 1997)
Stress Reduction Factor Rd : NCEER, 1997 (Seed & Idriss 1971 tri-linear function)
Liquefaction Assessed For Following SBT: 6 7 8 9 10 12