1. VISUAL TEXTURAL CLASSIFICATION OF MINERAL SOILS...G-26 ST-27 G-28 G-29 G-30 ST-31 G-32 G-33 G-34...

1. VISUAL TEXTURAL CLASSIFICATION OF MINERAL SOILS

CLASSIFICATION APPARENT PARTICLE SIZE

Boulders Greater than 200 mm

Cobbles 75 mm to 200 mm

Gravel 5 mm to 75 mm

Sand Not Visible to 5 mm

Silt Non-Plastic particles, not visible to the naked eye

Clay Plastic particles, not visible to the naked eye

2. TERMS DESCRIBING CONSISTENCY (COHESIVE SOILS ONLY)

DESCRIPTIVE TERM APPROXIMATE UNDRAINED SHEAR STRENGTH

Very Soft Less than 10 kPa

Soft 10 - 25 kPa

Firm 25 - 50 kPa

Stiff 50 - 100 kPa

Very Stiff 100 - 200 kPa Modified from

Hard 200 - 300 kPa National Building

Very Hard Greater than 300 kPa Code

3. TERMS DESCRIBING DENSITY (COHESIONLESS SOILS ONLY)

DESCRIPTIVE TERM STANDARD PENETRATION TEST (SPT)

(Number of Blows per 300 mm)

Very Loose 0 - 4

Loose 4 - 10

Compact 10 - 30

Dense 30 - 50 Modified from

Very Dense Over 50 National Building

Code

4. LEGEND FOR TEST HOLE LOGS

SYMBOL FOR SAMPLE TYPE

Shelby Tube A- Casing

SPT Grab

No Recovery Core

MC - Moisture Content (% by weight) as determined by sample

___ Water Level

CPen - Shear Strength determined by pocket penetrometer

Cvane - Shear Strength determined by pocket vane

Cu - Undrained Shear Strength determined by unconfined compression test

SYMBOLS AND TERMS USED ON TEST HOLE LOGS

G-1

G-2

G-3

G-4

G-5

G-6

G-7

G-8

G-9

G-10

ST-11

CONC

CL-CI

SP

NR

GM

ML

Sonic drilling

Test hole hydrovacced to 3.0 m

Hydrometer AnalysisGravel = 60.9%Sand = 21.0%Silt = 14.2%Clay = 4.0%


CONC

CL-CI

SP

NR

GM

ML

CONCRETE

CLAY, sandy, trace gravel, low to medium plastic,brown, damp

SAND, trace gravel, trace silt, poorly graded, finegrained, brown, damp

- some gravel, occasional cobbles and boulders,fine to medium grained from 1.5 m to 2.3 m

- gravelly, fine to coarse grained below 2.3 m

NO RECOVERY

GRAVEL, sandy, some silt, trace clay, fine tocoarse grained, rounded, greyish brown, wet,frequent cobbles throughout

SILT, trace sand, non plastic, grey, moist

Shear Strength (kPa)

SPT (N) Blows/300 mm

10 20 30 40

PL LLW.C. (%)SA

MP

LE T

YP

E

DCP Count/300 mm

Cpen

SA

MP

LE ID

SP

T (

N)

10 20 30 40

UCS

50 100 150 200

Field Vane Peak CUP Triaxial

10 20 30 40

MU

SC

S /

ISR

M

SO

IL S

YM

BO

L

REMARKS

MU

SC

S /

ISR

M

DESCRIPTION

10

0

DE

PT

H (

m)

1

2

3

4

5

6

7

8

9

CLIENT: Hatch Ltd. TEST HOLE NO: TH16-122

COMPLETION DATE: 22/11/2016DRILLING CO.: Earth Drilling Co. Ltd.

INSPECTOR: BRM

RIG TYPE: SL 250

DRILL METHOD: Sonic DrillPage 1 of 4

PROJECT NO: 11474

SAMPLE TYPE:

BACKFILL TYPE:

Grab Sample Shelby Tube

COMPILED BY: JLF

PROJECT: Green Line North LRT

SAND BENTONITE

COMPLETION DEPTH: 34.1 m

ELEVATION: 1047.39 m3TM 114° NAD 83, Northing: 5656278.94 m, Easting: -4784.69 m

REVIEWED BY: DGA

ELE

VA

TIO

N (

m)

1047

1046

1045

1044

1043

1042

1041

1040

1039

1038

STAN

DPI

PE

G-12

G-13

G-14

G-15

G-16

G-17

G-18

G-19

G-20

G-21

G-22

G-23

G-24

SM

ML

CL


Hydrometer AnalysisGravel = 0.0%Sand = 0.9%Silt = 96.5%Clay = 2.6%Atterberg test = non plastic

Hydrometer AnalysisGravel = 0.0%Sand = 0.1%Silt = 74.6%Clay = 25.3%SO4 = 207 mg/LChloride (Cl) =

G-25

G-26

ST-27

G-28

G-29

G-30

ST-31

G-32

G-33

G-34

G-35

CL-CI

CL-ML

CL

NR

Hydrometer AnalysisGravel = 0.1%Sand = 4.6%Silt = 70.9%Clay = 24.4%One dimensional consolidation testcompletedUCS = 217.7 kPaWet Density = 2124 kg/m3

Dry Density = 1762 kg/m3


Hydrometer AnalysisGravel = 10.7%Sand = 34.5%Silt = 44.2%Clay = 10.7%Hydrometer AnalysisGravel = 22.3%Sand = 7.3%Silt = 56.7%Clay = 13.7%No UCS test, poor sampleWet Density = 2300 kg/m3

Dry Density = 2090 kg/m3



CL-CI

CL-ML

CL

NR

CLAY (continued)

- trace sand, medium plastic below 21.0 m

- some sand, low plastic below 21.4 m

CLAY AND SILT, sandy, some gravel, low plastic,stiff to hard, grey, moist

- gravelly, trace sand below 24.4 m

- no recovery from 24.9 m to 25.3 m

- wet below 25.3 m

- sandy, trace gravel below 26.1 m

CLAY, trace gravel, trace sand, low plastic, stiff,grey, moist

NO RECOVERY

CLAY, trace gravel, trace sand, low plastic, stiff,grey, moist



10 20 30 40

PL LLW.C. (%)SA

MP

LE T

YP

E

DCP Count/300 mm

Cpen

SA

MP

LE ID

SP

T (

N)

10 20 30 40

UCS

50 100 150 200


10 20 30 40

MU

SC

S /

ISR

M

SO

IL S

YM

BO

L

REMARKS

MU

SC

S /

ISR

M

DESCRIPTION

30

20

DE

PT

H (

m)

21

22

23

24

25

26

27

28

29



INSPECTOR: BRM

RIG TYPE: SL 250


PROJECT NO: 11474

SAMPLE TYPE:

BACKFILL TYPE:


COMPILED BY: JLF


SAND BENTONITE



REVIEWED BY: DGA

ELE

VA

TIO

N (

m)

1027

1026

1025

1024

1023

1022

1021

1020

1019

1018

STAN

DPI

PE

G-36

G-38

CL

NR

CLHydrometer AnalysisGravel = 2.7%Sand = 22.3%Silt = 46.4%Clay = 28.6%

CL

NR

CL

CLAY (continued)

NO RECOVERY

CLAY, sandy, trace gravel, low plastic, dark grey,damp

END OF HOLE at 34.1 m- backfilled with bentonite chips from 34.14 m to16.30 m- backfilled with bentonite pellets from 16.30 m to15.30 m- 51 mm diameter PVC monitoring well installed- machine slotted screen from 15.00 m to 12.00 m- backfilled with sand from 15.30 m to 11.70 m- backfilled with bentonite pellets from 11.70 m to10.70 m- backfilled with bentonite chips from 10.70 m to0.3 m- backfilled with sand from 0.30 m to 0.10 m- completed with a flush-mounted steel road cover- water level at 7.76 m on January 16, 2017- water level at 7.76 m on May 4, 2017- water level at 7.85 m on March 15, 2018- water level at 7.93 m on May 11, 2018



10 20 30 40

PL LLW.C. (%)SA

MP

LE T

YP

E

DCP Count/300 mm

Cpen

SA

MP

LE ID

SP

T (

N)

10 20 30 40

UCS

50 100 150 200


10 20 30 40

MU

SC

S /

ISR

M

SO

IL S

YM

BO

L

REMARKS

MU

SC

S /

ISR

M

DESCRIPTION

40

30

DE

PT

H (

m)

31

32

33

34

35

36

37

38

39



INSPECTOR: BRM

RIG TYPE: SL 250


PROJECT NO: 11474

SAMPLE TYPE:

BACKFILL TYPE:


COMPILED BY: JLF


SAND BENTONITE



REVIEWED BY: DGA

ELE

VA

TIO

N (

m)

1017

1016

1015

1014

1013

1012

1011

1010

1009

1008

STAN

DPI

PE

G-1

G-2

G-3

G-4

G-5

G-6

G-7

G-8

G-9

G-10

G-11

G-12

G-13

ASPHCONC

SM

SW

GP-GM

GM

Becker hammer

Hydrometer AnalysisGravel = 6.0%Sand = 44.9%Silt = 39.0%Clay = 10.1%SO4 = 161 mg/LChloride (Cl) = 3950 mg/LpH = 8.08

Test hole hydrovacced to 3.0 m

Grain Size AnalysisGravel = 74.7%Sand = 16.6%Silt & Clay = 8.7%

Seepage

Hydrometer AnalysisGravel = 34.7%Sand = 19.2%Silt = 42.7%Clay = 3.4%Atterberg test = non plastic

Hydrometer Analysis at 9.1 mGravel = 0.0%Sand = 16.4%Silt = 76.8%Clay = 6.8%SO4 = 267 mg/LChloride (Cl) = 216 mg/LpH = 8.23

ASPHCONC

SM

SW

GP-GM

GM

ASPHALTCONCRETESAND AND SILT, trace gravel, trace clay, brown,damp, trace organics- no organics below 0.8 m

SAND, some gravel, trace silt, well graded, fine tomedium grained, brown, damp, occasional cobblesand boulders throughout

GRAVEL, some sand, trace silt and clay, poorlygraded, compact to very dense, rounded, brown,damp, occasional cobbles and boulders throughout

- possible boulder from 4.6 m to 5.2 m

GRAVEL AND SILT, some sand, trace clay,compact to dense, brown, wet

SILT, some sand, low to non plastic, brown, wet

PL LLW.C. (%)

10 20 30 40

SA

MP

LE ID

SA

MP

LE T

YP

E Becker Blow Count/300 mm

20 40 60 80

Cpen (kPa)

50 100 150 200

10

0

DE

PT

H (

m)

1

2

3

4

5

6

7

8

9



INSPECTOR: BRM

RIG TYPE: Becker Hammer

DRILL METHOD: Becker HammerPage 1 of 5

PROJECT NO: 11474

SAMPLE TYPE:

BACKFILL TYPE:

Grab Sample

COMPILED BY: JLF


BENTONITE SAND



REVIEWED BY: DGA

MU

SC

S /

ISR

M

SO

IL S

YM

BO

L

REMARKS

MU

SC

S /

ISR

M

DESCRIPTION

ELE

VA

TIO

N (

m)

1047

1046

1045

1044

1043

1042

1041

1040

1039

1038

STAN

DPI

PE

>>101

>>130

G-14

G-15

G-16

G-17

G-18

G-19

G-20

G-21

G-22

G-23

G-24

G-25

G-26

ML




Hydrometer AnalysisGravel = 0.0%Sand = 5.4%Silt = 69.8%Clay = 24.9%SO4 = 243 mg/LChloride (Cl) =

G-27

G-28

G-29

G-30

G-31

G-32

G-33

G-34

G-35

G-36

G-37

G-38

G-39

CL




Hydrometer Analysis at 28.2 mGravel = 16.4%Sand = 28.1%Silt = 42.3%Clay = 13.2%SO4 = 286 mg/LChloride (Cl) = 31 mg/LpH = 8.06


CL

CLAY (continued)

- sandy, some gravel below 26.7 m

- some sand, trace gravel below 29.0 m

PL LLW.C. (%)

10 20 30 40

SA

MP

LE ID

SA

MP

LE T

YP


20 40 60 80

Cpen (kPa)

50 100 150 200

30

20

DE

PT

H (

m)

21

22

23

24

25

26

27

28

29



INSPECTOR: BRM



PROJECT NO: 11474

SAMPLE TYPE:

BACKFILL TYPE:

Grab Sample

COMPILED BY: JLF


BENTONITE SAND



REVIEWED BY: DGA

MU

SC

S /

ISR

M

SO

IL S

YM

BO

L

REMARKS

MU

SC

S /

ISR

M

DESCRIPTION

ELE

VA

TIO

N (

m)

1027

1026

1025

1024

1023

1022

1021

1020

1019

1018

STAN

DPI

PE

G-40

G-41

G-42

G-43

G-44

G-45

G-46

G-47

G-48

G-49

G-50

G-51

G-52

ML

CL




ML

CL

SILT, some sand, low to non plastic, grey, moist

CLAY, some gravel, some sand, low plastic, grey,moist

- trace sand, trace gravel below 37.4 m

PL LLW.C. (%)

10 20 30 40

SA

MP

LE ID

SA

MP

LE T

YP


20 40 60 80

Cpen (kPa)

50 100 150 200

40

30

DE

PT

H (

m)

31

32

33

34

35

36

37

38

39



INSPECTOR: BRM



PROJECT NO: 11474

SAMPLE TYPE:

BACKFILL TYPE:

Grab Sample

COMPILED BY: JLF


BENTONITE SAND



REVIEWED BY: DGA

MU

SC

S /

ISR

M

SO

IL S

YM

BO

L

REMARKS

MU

SC

S /

ISR

M

DESCRIPTION

ELE

VA

TIO

N (

m)

1017

1016

1015

1014

1013

1012

1011

1010

1009

1008

STAN

DPI

PE

>>107

>>106

>>114

>>124

>>114

G-53

G-54 CSCS

CLAY (continued)

CLAYSTONE, highly weathered, extremely weak,bluish greyEND OF HOLE at 40.9 m- backfilled with bentonite chips from bottom to9.30 m- 51 mm diameter PVC monitoring well installed- machine slotted screen from 9.00 m to 5.95 m- backfilled with sand from 9.30 m to 5.70 m- backfilled with bentonite chips from 5.70 m to0.30 m- completed with a flush-mounted steel road cover- water level at 7.18 m on May 17, 2018

PL LLW.C. (%)

10 20 30 40

SA

MP

LE ID

SA

MP

LE T

YP


20 40 60 80

Cpen (kPa)

50 100 150 200

50

40

DE

PT

H (

m)

41

42

43

44

45

46

47

48

49



INSPECTOR: BRM



PROJECT NO: 11474

SAMPLE TYPE:

BACKFILL TYPE:

Grab Sample

COMPILED BY: JLF


BENTONITE SAND



REVIEWED BY: DGA

MU

SC

S /

ISR

M

SO

IL S

YM

BO

L

REMARKS

MU

SC

S /

ISR

M

DESCRIPTION

ELE

VA

TIO

N (

m)

1007

1006

1005

1004

1003

1002

1001

1000

999

998

STAN

DPI

PE

G-1

G-2

G-3

G-4

G-5

G-6

G-7

G-8

SPT-925-29-50/125

G-11

G-12

G-13

SPT-1415-17-19

(36)

FILL

SM

GM

ML

Sonic drilling

Test hole hydrovacced to3.0 m


Hydrometer Analysis at 6.2 mGravel = 59.5%Sand = 26.2%Silt = 10.4%Clay = 3.9%

Seepage at 8.6 m

Vibrating Wire Piezometer at8.60 m

Hydrometer Analysis at 8.8 mGravel = 0.0%Sand = 4.7%Silt = 88.8%Clay = 6.6%Atterberg Test = non-plastic

FILL

SM

GM

ML

FILL

SM

GM

ML

GRAVEL, some sand, trace silt, brown, damp,occasional pieces of garbage

SAND, silty, trace gravel, brown, damp

GRAVEL, sandy, some silt, trace clay, fine tocoarse grained, brown, damp, subrounded toangular

SILT, trace sand, non plastic, dense, grey, wet

- sandy below 9.3 m

10 20 30 40

LLW.C. (%)PLSA

MP

LE T

YP

E

SA

MP

LE ID

SPT/DCPT (N) Blows/300 mm

10 20 30 40

UCS (MPa)10 20 30 40

Cpen (kPa)50 100 150 200



INSPECTOR: BRM

RIG TYPE: Tracked Rig


PROJECT NO: 11474

SAMPLE TYPE:

BACKFILL TYPE:

Grab Sample Standard PenetrationTest Shelby Tube

COMPILED BY: JLF


GROUT BENTONITE



REVIEWED BY: DGA

10

0

DE

PT

H (

m)

1

2

3

4

5

6

7

8

9

SO

IL/R

OC

K S

YM

BO

L

MU

SC

S /

ISR

M

REMARKS

MU

SC

S /

ISR

MM

US

CS

/ IS

RM

MU

SC

S /

ISR

M

DESCRIPTIONDESCRIPTION

ELE

VA

TIO

N (

m)

1047

1046

1045

1044

1043

1042

1041

1040

1039

1038

VIBR

ATIN

GW

IRE

VIBR

ATIN

GW

IRE

driven

G-16

G-17

G-18

ST-19

SPT-207-12-19

(31)

G-22

G-23

G-24

G-25

G-26

G-27

G-28

ST-29

SPT-305-9-15(24)

G-32

SM

ML

CL

ML

Hydrometer Analysis at 9.3 mGravel = 0.0%Sand = 22.3%Silt = 75.0%Clay = 2.7%Atterberg Test = non-plastic

Hydrometer Analysis at10.4 mGravel = 0.0%Sand = 33.3%Silt = 61.1%Clay = 5.6%


Hydrometer AnalysisGravel = 0.0%Sand = 12.8%Silt = 85.0%Clay = 2.2%Atterberg Test = non-plastic




SM

ML

CL

ML

SM

ML

CL

ML

SILT (continued)

SAND, silty, trace clay, grey, wet to saturated, veryfine grained to fine grained

SILT, some sand, non plastic, grey, saturated

CLAY, trace sand, low plastic, grey, saturated

SILT, sandy, non to low plastic, grey, saturated

10 20 30 40

LLW.C. (%)PLSA

MP

LE T

YP

E

SA

MP

LE ID


10 20 30 40

UCS (MPa)10 20 30 40

Cpen (kPa)50 100 150 200



INSPECTOR: BRM



PROJECT NO: 11474

SAMPLE TYPE:

BACKFILL TYPE:


COMPILED BY: JLF


GROUT BENTONITE



REVIEWED BY: DGA

20

10

DE

PT

H (

m)

11

12

13

14

15

16

17

18

19

SO

IL/R

OC

K S

YM

BO

L

MU

SC

S /

ISR

M

REMARKS

MU

SC

S /

ISR

MM

US

CS

/ IS

RM

MU

SC

S /

ISR

M


ELE

VA

TIO

N (

m)

1037

1036

1035

1034

1033

1032

1031

1030

1029

1028

VIBR

ATIN

GW

IRE

VIBR

ATIN

GW

IRE

G-33

G-34

G-35

G-36

G-37

G-38

G-39

G-40

SPT-417-9-12(21)

G-43

G-44

CL

NR

Vibrating Wire Piezometer at20.00 m





CL

NR

CL

NR

SILT (continued)

- trace gravel below 20.5 m

CLAY, trace gravel, trace sand, low plastic, grey,wet

NO RECOVERY

CLAY, trace sand, low plastic, dark grey, moist

10 20 30 40

LLW.C. (%)PLSA

MP

LE T

YP

E

SA

MP

LE ID


10 20 30 40

UCS (MPa)10 20 30 40

Cpen (kPa)50 100 150 200



INSPECTOR: BRM



PROJECT NO: 11474

SAMPLE TYPE:

BACKFILL TYPE:


COMPILED BY: JLF


GROUT BENTONITE



REVIEWED BY: DGA

30

20

DE

PT

H (

m)

21

22

23

24

25

26

27

28

29

SO

IL/R

OC

K S

YM

BO

L

MU

SC

S /

ISR

M

REMARKS

MU

SC

S /

ISR

MM

US

CS

/ IS

RM

MU

SC

S /

ISR

M


ELE

VA

TIO

N (

m)

1027

1026

1025

1024

1023

1022

1021

1020

1019

1018

VIBR

ATIN

GW

IRE

VIBR

ATIN

GW

IRE

G-45

G-46

G-47

G-48

G-49

G-50

G-51

G-52

G-53

G-54

G-55

G-56

G-57

G-58

CL






CLCL

CLAY (continued)

- some sand at 33.1 m

- silt at 36.3 m, low to non plastic

- clay and silt at 38.3 m, low to non plastic, somesand, occasional cobbles

10 20 30 40

LLW.C. (%)PLSA

MP

LE T

YP

E

SA

MP

LE ID


10 20 30 40

UCS (MPa)10 20 30 40

Cpen (kPa)50 100 150 200



INSPECTOR: BRM



PROJECT NO: 11474

SAMPLE TYPE:

BACKFILL TYPE:


COMPILED BY: JLF


GROUT BENTONITE



REVIEWED BY: DGA

40

30

DE

PT

H (

m)

31

32

33

34

35

36

37

38

39

SO

IL/R

OC

K S

YM

BO

L

MU

SC

S /

ISR

M

REMARKS

MU

SC

S /

ISR

MM

US

CS

/ IS

RM

MU

SC

S /

ISR

M


ELE

VA

TIO

N (

m)

1017

1016

1015

1014

1013

1012

1011

1010

1009

1008

VIBR

ATIN

GW

IRE

VIBR

ATIN

GW

IRE

G-59CSCSCS

CLAY (continued)

CLAYSTONE, fresh, very weak to weak, dark grey

END OF HOLE at 41.2 m- Vibrating Wire Piezometers installed at depths of8.60 m (VW 40329) and 20.00 m (VW 48370) belowgrade- backfilled with bentonite chips from 41.15 m to28.65 m- backfilled with grout from 28.65 m to surface- completed with a flush mounted steel road cover- piezometer (VW 40329) dry on June 11, 2018- piezometric water level (VW 48370) at 8.6 m onJune 11, 2018

10 20 30 40

LLW.C. (%)PLSA

MP

LE T

YP

E

SA

MP

LE ID


10 20 30 40

UCS (MPa)10 20 30 40

Cpen (kPa)50 100 150 200



INSPECTOR: BRM



PROJECT NO: 11474

SAMPLE TYPE:

BACKFILL TYPE:


COMPILED BY: JLF


GROUT BENTONITE



REVIEWED BY: DGA

50

40

DE

PT

H (

m)

41

42

43

44

45

46

47

48

49

SO

IL/R

OC

K S

YM

BO

L

MU

SC

S /

ISR

M

REMARKS

MU

SC

S /

ISR

MM

US

CS

/ IS

RM

MU

SC

S /

ISR

M


ELE

VA

TIO

N (

m)

1007

1006

1005

1004

1003

1002

1001

1000

999

998

VIBR

ATIN

GW

IRE

VIBR

ATIN

GW

IRE

0 100 200 300

0

5

10

15

20

25

30

35

40

qt (bar)

De

pth

(m

ete

rs)

0.0 2.0 4.0 6.0 8.0

fs (bar)

0 2 4 6 8

Rf (%)

0 100 200 3003000

u (m)

0 3 6 99

SBT Qtn

Thurber EngineeringJob No: 17-03030

Date: 2017-10-29 11:21

Site: Calgary, AB

Sounding: SCPT17-187

Cone: 347:T1500F15U500

Max Depth: 41.200 m / 135.17 ftDepth Inc: 0.025 m / 0.082 ftAvg Int: Every Point

File: 17-03030_SP187B.CORUnit Wt: SBTQtn (PKR2009)

SBT: Robertson, 2009 and 2010Coords: Local N: 5656251.76m E: -4748.87m Elev: 1047.21mPage No: 1 of 2

Undefined

Sands

Sand Mixtures

Sands

Sand MixturesSandsSand MixturesSand MixturesSilt Mixtures

Sand MixturesSilt MixturesSilt Mixtures

Silt Mixtures

Clays

Silt MixturesClaysClays

Clays

Silt MixturesSilt Mixtures

ClaysClaysClaysSilt MixturesClaysClaysClays

Silt Mixtures

Clays

Silt MixturesSilt MixturesSilt MixturesSilt MixturesClaysSand MixturesSand Mixtures

Clays

DRILLED OUT DRILLED OUT DRILLED OUT DRILLED OUT

Overplot Item: Assumed UeqUeq Dissipation, equilibrium not achieved

Dissipation, equilibrium achieved Hydrostatic Line

0 100 200 300

40

45

50

55

60

65

70

75

8080

qt (bar)

De

pth

(m

ete

rs)

0.0 2.0 4.0 6.0 8.0

fs (bar)

0 2 4 6 8

Rf (%)

0 100 200 3003000

u (m)

0 3 6 99

SBT Qtn


Date: 2017-10-29 11:21

Site: Calgary, AB


Cone: 347:T1500F15U500




ClaysClays

Refusal Refusal Refusal Refusal



0 100 200 300

0

5

10

15

20

25

30

35

4040

qt (bar)

De

pth

(m

ete

rs)

0.0 2.0 4.0 6.0 8.0

fs (bar)

0 2 4 6 8

Rf (%)

0 100 200 3003000

u (m)

0 3 6 99

SBT Qtn


Date: 2017-10-25 14:33

Site: Calgary, AB


Cone: 347:T1500F15U500




Undefined

Sands

Sands

Sand Mixtures

Sands

Sand Mixtures

SandsSand Mixtures

Sand MixturesSilt Mixtures

Sand MixturesSilt MixturesSilt Mixtures

Clays

Silt Mixtures

Silt MixturesSilt Mixtures

Clays

Silt Mixtures

ClaysSilt Mixtures

Clays

Silt MixturesUndefined

Refusal Refusal Refusal Refusal

DRILLED OUT DRILLED OUT DRILLED OUT DRILLED OUT



Date post:	18-Oct-2020
Category:	Documents
Upload:	others
View:	2 times
Download:	0 times

1. VISUAL TEXTURAL CLASSIFICATION OF MINERAL SOILS...G-26 ST-27 G-28 G-29 G-30 ST-31 G-32 G-33 G-34...

Documents