atterberg limits' results - bentley · 2013. 12. 3. · atterberg limits curves of 100% saturation...
TRANSCRIPT
-
0
10
20
30
40
50
60
0 20 40 60 80 100
LAB-1
LAB-1
LAB-1
LAB-1
LAB-1
LAB-2
LAB-2
LAB-2
LAB-2
LAB-2
LAB-2
LAB-3
LAB-3
LAB-3
LAB-3
LAB-3
LAB-3
LAB-3
ML
CL
MH
CH
85
70
8
87
91
76
8
30
89
65
86
38
58
69
92
87
28
CL-ML
PLASTICITY
INDEX
LIQUID LIMIT
Fines Classification
61
28
NP
47
39
62
35
31
37
NP
37
61
36
38
47
41
36
29
28
20
NP
27
22
29
15
22
22
NP
22
29
22
23
25
23
22
20
Borrow source
SANDY LEAN CLAY(CL)
WELL-GRADED SAND with SILT(SW-SM)
LEAN CLAY(CL)
LEAN CLAY(CL)
FAT CLAY with SAND(CH)
WELL-GRADED GRAVEL with CLAY and SAND(GW-GC)
CLAYEY SAND(SC)
SILT(ML)
SANDY LEAN CLAY(CL)
FAT CLAY(CH)
CLAYEY SAND(SC)
SANDY LEAN CLAY(CL)
SANDY LEAN CLAY(CL)
LEAN CLAY(CL)
LEAN CLAY(CL)
CLAYEY SAND(SC)
LL PL PI
33
8
NP
20
17
33
20
9
15
NP
15
33
14
15
22
18
14
9
ATTERBERG LIMITS' RESULTS
1.0
5.0
10.0
15.0
28.5
5.0
12.5
19.0
24.0
29.0
33.0
2.0
4.0
6.0
11.0
19.0
29.0
38.0
BOREHOLE DEPTH
CLIENT ABC Corporation
PROJECT NUMBER 123-ABC
PROJECT NAME gINT Example
PROJECT LOCATION Somewhere, SOMEPLACE
AT
TE
RB
ER
G L
IMIT
S -
GIN
T S
TD
US
LA
B.G
DT
- 1
3/8
/13
08
:42
- F
:\G
INT
\GIN
T S
TA
ND
AR
D F
ILE
S\G
INT
ST
D U
S L
AB
\WO
RK
IN
PR
OG
RE
SS
\PR
OJE
CT
S\G
INT
ST
D U
S L
AB
.GP
JRoad & Rail Drilling1100 W. 31st Street Suite 275Downers Grove, IL 60515
-
75
80
85
90
95
100
105
110
115
120
125
130
135
0 5 10 15 20 25 30 35 40 45
MOISTURE-DENSITY RELATIONSHIP
Optimum Water Content
Maximum Dry Density PCF
%
LL PL PI33
TEST RESULTS
Test Method
DR
Y D
EN
SIT
Y,
pcf
WATER CONTENT, %
ATTERBERG LIMITS
Curves of 100% Saturationfor Specific Gravity Equal to:
2.80
2.70
2.60
2861
Source of Material
Description of Material
120.9
11.6
LAB-1 1.0
Borrow source
ASTM D1557 Method A
CLIENT ABC Corporation
PROJECT NUMBER 123-ABC
PROJECT NAME gINT Example
PROJECT LOCATION Somewhere, SOMEPLACE
CO
MP
AC
TIO
N -
GIN
T S
TD
US
LA
B.G
DT
- 1
3/8
/13
08
:43
- F
:\G
INT
\GIN
T S
TA
ND
AR
D F
ILE
S\G
INT
ST
D U
S L
AB
\WO
RK
IN
PR
OG
RE
SS
\PR
OJE
CT
S\G
INT
ST
D U
S L
AB
.GP
JRoad & Rail Drilling1100 W. 31st Street Suite 275Downers Grove, IL 60515
-
75
80
85
90
95
100
105
110
115
120
125
130
135
0 10 20 30 40
MOISTURE-DENSITY RELATIONSHIP
PILL PL Max DD Optimum WCTest Method
1.0
5.0
BOREHOLE DEPTH Description of Materials
LAB-1
LAB-2
Borrow source
FAT CLAY with SAND(CH)
61
62
28
29
33
33
ASTM D1557 Method A
ASTM D1557 Method A
LAB-1
LAB-2
Curves of 100% Saturationfor Specific Gravity Equal to:
2.80
2.70
2.60
1.0
5.0
DR
Y D
EN
SIT
Y,
pcf
WATER CONTENT, %
BOREHOLE DEPTH
120.9 PCF
115.3 PCF
11.6 %
11.4 %
CLIENT ABC Corporation
PROJECT NUMBER 123-ABC
PROJECT NAME gINT Example
PROJECT LOCATION Somewhere, SOMEPLACE
CO
MP
AC
TIO
N (
MU
LT
IPL
E C
UR
VE
S)
- G
INT
ST
D U
S L
AB
.GD
T -
13
/8/1
3 0
8:4
4 -
F:\
GIN
T\G
INT
ST
AN
DA
RD
FIL
ES
\GIN
T S
TD
US
LA
B\W
OR
K I
N P
RO
GR
ES
S\P
RO
JEC
TS
\GIN
T S
TD
US
LA
B.G
PJ
Road & Rail Drilling1100 W. 31st Street Suite 275Downers Grove, IL 60515
-
0
2
4
6
8
10
12
14
16100 1,000 10,000
STRESS, psf
ST
RA
IN,
%CONSOLIDATION TEST
82
89
84
36
30
38
CLIENT ABC Corporation
PROJECT NUMBER 123-ABC
PROJECT NAME gINT Example
PROJECT LOCATION Somewhere, SOMEPLACE
Classification MC%
LAB-2
LAB-3
LAB-4
5.0
19.0
2.5
FAT CLAY with SAND(CH)
LEAN CLAY(CL)
ELASTIC SILT(MH)
BOREHOLE DEPTH
CO
NS
OL
ST
RA
IN -
GIN
T S
TD
US
LA
B.G
DT
- 1
3/8
/13
08
:45
- F
:\G
INT
\GIN
T S
TA
ND
AR
D F
ILE
S\G
INT
ST
D U
S L
AB
\WO
RK
IN
PR
OG
RE
SS
\PR
OJE
CT
S\G
INT
ST
D U
S L
AB
.GP
J
Road & Rail Drilling1100 W. 31st Street Suite 275Downers Grove, IL 60515
-
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
1.05
100 1,000 10,000
CONSOLIDATION TEST
STRESS, psf
VO
ID R
AT
IO
82
89
84
36
30
38
Classification MC%
LAB-2
LAB-3
LAB-4
5.0
19.0
2.5
FAT CLAY with SAND(CH)
LEAN CLAY(CL)
ELASTIC SILT(MH)
BOREHOLE DEPTH
CLIENT ABC Corporation
PROJECT NUMBER 123-ABC
PROJECT NAME gINT Example
PROJECT LOCATION Somewhere, SOMEPLACE
CO
NS
OL
VO
ID R
AT
IO -
GIN
T S
TD
US
LA
B.G
DT
- 1
3/8
/13
08
:46
- F
:\G
INT
\GIN
T S
TA
ND
AR
D F
ILE
S\G
INT
ST
D U
S L
AB
\WO
RK
IN
PR
OG
RE
SS
\PR
OJE
CT
S\G
INT
ST
D U
S L
AB
.GP
J
Road & Rail Drilling1100 W. 31st Street Suite 275Downers Grove, IL 60515
-
0
500
1,000
1,500
2,000
2,500
3,000
0 500 1,000 1,500 2,000 2,500 3,000
DIRECT SHEAR TEST
c
NORMAL PRESSURE, psf
101 20 0.3 20
SH
EA
R S
TR
EN
GT
H,
psf
Classification MC%
LAB-1 1.0 Borrow source
BOREHOLE DEPTH
CLIENT ABC Corporation
PROJECT NUMBER 123-ABC
PROJECT NAME gINT Example
PROJECT LOCATION Somewhere, SOMEPLACE
DIR
EC
T S
HE
AR
- G
INT
ST
D U
S L
AB
.GD
T -
13
/8/1
3 0
8:4
6 -
F:\
GIN
T\G
INT
ST
AN
DA
RD
FIL
ES
\GIN
T S
TD
US
LA
B\W
OR
K I
N P
RO
GR
ES
S\P
RO
JEC
TS
\GIN
T S
TD
US
LA
B.G
PJ
Road & Rail Drilling1100 W. 31st Street Suite 275Downers Grove, IL 60515
-
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
0.0010.010.1110100
PI Cc
29
22
22
NP
62
31
37
NP
CuLL PL
92.432.46
33
9
15
NP
GRAIN SIZE DISTRIBUTION
COBBLESGRAVEL
92.0
8.0
30.0
89.0
0.25
0.6
75
2.36
0.3
SAND
GRAIN SIZE IN MILLIMETERS
coarse fine
FAT CLAY with SAND(CH)
WELL-GRADED GRAVEL with CLAY and SAND(GW-GC)
CLAYEY SAND(SC)
SILT(ML)
Classification
D100 D60 D30 D10 %Gravel
0.035
9.509
0.301
34.7
LAB-2
LAB-2
LAB-2
LAB-2
LAB-2
coarseSILT OR CLAY
finemedium
0.0
5.0
19.0
24.0
29.0
%Sand %Silt %Clay
0.002
1.552
0.075
0.103
0.0
0.0
55.5
0.0
0.0
8.0
24.0
36.4
70.0
11.0
41.3
BOREHOLE DEPTH
BOREHOLE DEPTH
3 100
LAB-2
LAB-2
LAB-2
LAB-2
LAB-2
24 16 301 2006 10 501/2HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS
1403 4 20 406 601.5 8 143/4 3/8
0.0
5.0
19.0
24.0
29.0
PE
RC
EN
T F
INE
R B
Y W
EIG
HT
CLIENT ABC Corporation
PROJECT NUMBER 123-ABC
PROJECT NAME gINT Example
PROJECT LOCATION Somewhere, SOMEPLACE
GR
AIN
SIZ
E -
GIN
T S
TD
US
LA
B.G
DT
- 1
3/8
/13
08
:47
- F
:\G
INT
\GIN
T S
TA
ND
AR
D F
ILE
S\G
INT
ST
D U
S L
AB
\WO
RK
IN
PR
OG
RE
SS
\PR
OJE
CT
S\G
INT
ST
D U
S L
AB
.GP
J
Road & Rail Drilling1100 W. 31st Street Suite 275Downers Grove, IL 60515
-
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101000
10
20
30
40
50
60
70
80
90
100
BOREHOLE No. DEPTH
Cobbles Gravel
Particle size (mm)
Percent
Passing
Sand Silt Claycoarse fine coarse medium fine
LAB-2 0.0
GRAIN SIZE DISTRIBUTION
CLIENT ABC Corporation
PROJECT NUMBER 123-ABC
PROJECT NAME gINT Example
PROJECT LOCATION Somewhere, SOMEPLACE
GS
D D
OU
BL
E -
GIN
T S
TD
US
LA
B.G
DT
- 1
3/8
/13
08
:48
- F
:\G
INT
\GIN
T S
TA
ND
AR
D F
ILE
S\G
INT
ST
D U
S L
AB
\WO
RK
IN
PR
OG
RE
SS
\PR
OJE
CT
S\G
INT
ST
D U
S L
AB
.GP
J
Road & Rail Drilling1100 W. 31st Street Suite 275Downers Grove, IL 60515
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101000
10
20
30
40
50
60
70
80
90
100
BOREHOLE No. DEPTH
Cobbles Gravel
Particle size (mm)
Percent
Passing
Sand Silt Claycoarse fine coarse medium fine
LAB-2 5.0
-
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101000
10
20
30
40
50
60
70
80
90
100
BOREHOLE No. DEPTH
Cobbles Gravel
Particle size (mm)
Percent
Passing
Sand Silt Claycoarse fine coarse medium fine
LAB-2 19.0
GRAIN SIZE DISTRIBUTION
CLIENT ABC Corporation
PROJECT NUMBER 123-ABC
PROJECT NAME gINT Example
PROJECT LOCATION Somewhere, SOMEPLACE
GS
D D
OU
BL
E -
GIN
T S
TD
US
LA
B.G
DT
- 1
3/8
/13
08
:48
- F
:\G
INT
\GIN
T S
TA
ND
AR
D F
ILE
S\G
INT
ST
D U
S L
AB
\WO
RK
IN
PR
OG
RE
SS
\PR
OJE
CT
S\G
INT
ST
D U
S L
AB
.GP
J
Road & Rail Drilling1100 W. 31st Street Suite 275Downers Grove, IL 60515
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101000
10
20
30
40
50
60
70
80
90
100
BOREHOLE No. DEPTH
Cobbles Gravel
Particle size (mm)
Percent
Passing
Sand Silt Claycoarse fine coarse medium fine
LAB-2 24.0
-
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101000
10
20
30
40
50
60
70
80
90
100
BOREHOLE No. DEPTH
Cobbles Gravel
Particle size (mm)
Percent
Passing
Sand Silt Claycoarse fine coarse medium fine
LAB-2 29.0
GRAIN SIZE DISTRIBUTION
CLIENT ABC Corporation
PROJECT NUMBER 123-ABC
PROJECT NAME gINT Example
PROJECT LOCATION Somewhere, SOMEPLACE
GS
D D
OU
BL
E -
GIN
T S
TD
US
LA
B.G
DT
- 1
3/8
/13
08
:48
- F
:\G
INT
\GIN
T S
TA
ND
AR
D F
ILE
S\G
INT
ST
D U
S L
AB
\WO
RK
IN
PR
OG
RE
SS
\PR
OJE
CT
S\G
INT
ST
D U
S L
AB
.GP
J
Road & Rail Drilling1100 W. 31st Street Suite 275Downers Grove, IL 60515
-
0
5
10
15
20
25
30
350 20 40 60 80 100
INDEX PROPERTIES VERSUS DEPTH
LEGEND
Water Content
Plastic Limit
Liquid Limit
Fines
DE
PT
H,
feet
BORING LAB-2
Property Value, %
SURFACE ELEVATION: 125.4
CLIENT ABC Corporation
PROJECT NUMBER 123-ABC
PROJECT NAME gINT Example
PROJECT LOCATION Somewhere, SOMEPLACE
IND
EX
PR
OP
S -
GIN
T S
TD
US
LA
B.G
DT
- 1
3/8
/13
08
:49
- F
:\G
INT
\GIN
T S
TA
ND
AR
D F
ILE
S\G
INT
ST
D U
S L
AB
\WO
RK
IN
PR
OG
RE
SS
\PR
OJE
CT
S\G
INT
ST
D U
S L
AB
.GP
JRoad & Rail Drilling1100 W. 31st Street Suite 275Downers Grove, IL 60515
-
0
500
1,000
1,500
2,000
2,500
3,000
3,500
4,000
4,500
5,000
5,500
0 0.4 0.8 1.2 1.6 2.0 2.4 2.8
UNCONFINED COMPRESSION TEST
STRAIN, %
77 39
ST
RE
SS
, ps
f
CLIENT ABC Corporation
PROJECT NUMBER 123-ABC
PROJECT NAME gINT Example
PROJECT LOCATION Somewhere, SOMEPLACE
Classification MC%
LAB-2 5.0 FAT CLAY with SAND(CH)
BOREHOLE DEPTH
UN
CO
NF
INE
D -
GIN
T S
TD
US
LA
B.G
DT
- 1
3/8
/13
08
:50
- F
:\G
INT
\GIN
T S
TA
ND
AR
D F
ILE
S\G
INT
ST
D U
S L
AB
\WO
RK
IN
PR
OG
RE
SS
\PR
OJE
CT
S\G
INT
ST
D U
S L
AB
.GP
J
Road & Rail Drilling1100 W. 31st Street Suite 275Downers Grove, IL 60515
Atterberg LimitsCompactionCompaction (Multiple Curves)Consol StrainConsol Void RatioDirect ShearGrain SizeGrain Size DoubleIndex Properties vs DepthUnconfined