MARIAGER FJORD, HDD SITE · PDF file10 Geotechnical design report 11 ... The project comprises...

OKTOBER 2015

MARIAGERFJORD VAND A/S

MARIAGER FJORD, HDD

SITE INVESTIGATION

DATA REPORT NO. 1

OKTOBER 2015

MARIAGERFJORD VAND A/S

MARIAGER FJORD, HDD

SITE INVESTIGATION

DATA REPORT NO. 1

ADDRESS COWI A/S

Visionsvej 53

9000 Aalborg

Denmark

TEL +45 56 40 00 00

FAX +45 56 40 99 99

WWW cowi.com

PROJECT NO. A073020-002

DOCUMENT NO. A073020-Geotechnicalreport_crossing.00

VERSION 1.0

DATE OF ISSUE 1. Oktober 2015

PREPARED KRLR

CHECKED SPN

APPROVED KRLR

MARIAGER FJORD, HDD SITE INVESTIGATION

http://projects.cowiportal.com/ps/A073020/Documents/03 Project documents/Geoteknik/A073020-Geotechnicalreport_crossing.00.docx

3

Contents

1 Purpose of the investigation 5

2 Project 5

3 Field investigation 5

4 Laboratory work 6

5 Levels and coordinates 7

6 Subsurface and ground water conditions 7

6.1 General geology 7

6.2 Site conditions 7

6.3 Water levels 9

7 Execution 10

7.1 Dewatering of excavation 10

7.2 Excavations 10

8 Geotechnical inspections 10

9 Handling of soil 11

10 Geotechnical design report 11

11 Final remarks 11



4

Enclosures

Legend for borehole logs A-1

Borehole profile, borehole B1 1.1









Site plan 1.10

Cross Section 1.11



5

1 Purpose of the investigation

A geotechnical investigation for crossing of a pressure sewer at Mariager Fjord, has been

carried out for Mariagerfjord Vand A/S in August to September 2015 by COWI A/S.

The purpose of the investigation has been to determine geological and geotechnical data

in sufficient detail for planning a Horizontal Directional Drillings (HDD).

2 Project

The project comprises crossing of a sewer pipe between Dania and Vive at Mariager

Fjord.

It was planned to use a horizontal directional drilling (HDD) technique to install the

sewer pipe.

The depth of the HDD has not been decided yet.

The alignment of the HDD is planned with entry point at a location west of the Dania

harbour and borehole B15, proceeding north to towards the Vive side of the fjord. The

specific location is still uncertain, but with the alignment in this report the length of the

HDD is approximately 1200 m.

The terrain at the entry and exit point is in approximately elevation +1m and +1.4m.

3 Field investigation

The geotechnical field investigation included 9 geotechnical borings denoted B1, B3, B4-

B6, B9, B11, B13 and B15.

The boreholes were drilled during the period 13. August – 3. September 2015 by the use

of a truck mounted drilling rig, using 6" drilling auger. The execution of three borings,

B1, B3 and B15, have been performed onshore, while the remaining boreholes have been

performed offshore from Jack-up CGJ Explorer.

The geotechnical borings were drilled to depths of 15 – 49 m below ground (m b.g.) or

sea level.

The positioning and elevation of the boreholes were performed by our technicians using

precision GPS. The locations of the boreholes are shown on the Location Plan, Encl. No.

1.10.



6

During the drilling works, the thickness and depth of all strata were determined.

Furthermore, representative samples were extracted from all layers and at intervals not

exceeding 0.5m.

A total of six undisturbed samples were extracted for determination of soil density. Thin-

walled brass sample tubes used have an inner diameter of 42mm and a length of 140mm

have been used.

In-situ vane shear tests were performed at depth intervals of about 0.5m. In the gyttja

vane type V7.5 with a diameter of 75mm and a height of 150mm has been used. In the

limestone two vanes were used, type V5 and V4, having a width of 50 and 40mm and

height of 100 and 80mm respectively.

Piezometer standpipes, consisting of 25mm tubes with slots in the lower 1 m, were

installed in the onshore boreholes to allow observation of the ground water level in the

boreholes. A bentonite plug were installed above the filter to prevent surface water from

influencing the water level in the tube.

Monitoring of the water levels were performed on the 15. September 2015. The results of

the water level monitoring are also presented in Table 2 in section 6.3.

The results of the field investigation including vane tests, stratification and depth of soil

samples are shown on the borehole profiles, Encl. Nos. 1.1 – 1.9.

A legend for borehole logs is shown on Encl. No. A-1.

4 Laboratory work

A geological classification of all soil samples in the geotechnical borings has been carried

out in the laboratory.

The classification has been performed in accordance with the guidelines in the Danish

Geotechnical Society's publication "A guide to engineering geological soil description"

dated May 1995.

The lime content of the soil samples has been qualitatively evaluated by the reaction of

the samples to 10 % hydrocloric acid.

The natural water content, w, of the soil samples has been determined on all suitable

samples, according to DS/CEN ISO/TS 17892-1.

The total unit weight of soil was determined on all undisturbed samples.

The results of the above classification and laboratory testing are presented on the

borehole profiles, Enclosure Nos. 1.1 - 1.9.



7

5 Levels and coordinates

All levels refer to the Danish national survey system, “Dansk Vertikal Reference 1990”

(DVR90).

The grid system used for determining coordinates for the borehole locations is "UTM32

E89".

The levels and coordinates at the boreholes are shown on the borehole profiles.

6 Subsurface and ground water conditions

6.1 General geology

The entire Mariager Fjord is a part of so-called tunnel valleys stretching to Kattegat from

Hald outside of Viborg. Around the fjord, embankments of clay till and sand till, raising

to a height of up to 100m above sea-level, are encountered. Below the late glacial and

glacial deposits, of sand till and clay till, limestone from the Danien period and the older

Cretaceous period is encountered.

After the glaciers retreated, a deep valley was left behind. In this period the valley was

not connected to the sea due to an embankment at the inlet of the fjord. As the glaciers

melted in Europe and North America the sea-level rows and at some point approximately

8500 to 7700 years ago the sea broke through the barrier and flooded the valley.

After flooding the valley the sea kept raising to approximately 4 m higher than present

day. In the fjord large amount of postglacial gyttja was deposited.

Studies of the fjord have yet to determine the extent of the postglacial deposits at some

points.

6.2 Site conditions

Based on the investigations performed, the stratigraphy and subsurface conditions at the

site have been found to be varied. In the onshore boreholes thin layers of recent and

postglacial deposits overlay limestone. In the fjord the postglacial gyttja deposits increase

in thickness.

The encountered limestone is generally known as "skrivekridt" and has a degree of

induration of H2. There can be weaker zones of H1, as well as stronger zones of H3.

The description of the subsurface conditions is divided into three parts,

› Onshore boreholes south of the fjord.

› Offshore boreholes.



8

› Onshore boreholes north of the fjord.

6.2.1 Onshore boreholes south of the fjord

Borehole B15: Under 0.3m top mull, deposits of glacial clay till are found to

approximately 0.8m b. g.

Hereunder, cretaceous deposits of limestone are found to the bottom of the borehole, 15

m b. g.

6.2.2 Offshore boreholes

Borehole B4: The seabed is encountered at elevation -1.8m. Under 2.3 m postglacial

gyttja, deposits of glacial muddy to very muddy limestone are found to the bottom of the

borehole, at elevation -28.8m.


gyttja, deposits of glacial sandy to muddy limestone are found to the bottom of the

borehole, at elevation -35.2m.

Borehole B6: The seabed is encountered at elevation -8.3m. Hereunder postglacial

deposits of gyttja to the bottom of the borehole, at elevation -49m.

Borehole B9: The seabed is encountered at elevation -7.4 m. Hereunder postglacial

deposits of gyttja to the bottom of the borehole, at elevation -48.8m.


gyttja, deposits of glacial sandy to muddy limestone are found to the bottom of the

borehole, at elevation -35m.

Borehole B13: The seabed is encountered at elevation -2.1 m. Under 1.9 m postglacial

sand and gravel, deposits of glacial sandy to muddy limestone are found to the bottom of

the borehole, at elevation -34.9m.

6.2.3 Onshore boreholes north of the fjord

Borehole B1: Under 1.0 m sand fill, deposits of glacial limestone gyttja are found to the

bottom of the borehole, 15 m b. g.

Borehole B3: Under 0.6 m topsoil and sand fill, deposits of postglacial gyttja are found to

10.1 m b. g., underlain by cretaceous deposits of limestone to the bottom of the borehole,

20m b. g.

In table 1 the measured unit weight, water content and shear vane strength are presented.



9

Table 1: Measured unit weight, water content and shear vane strength.

Soil type γ

(kN/m3) W [%]

cv

(kN/m2)

Gyttja

11.6-13.8 18-337 4-75

Limestone - 25-62 29-716

The variation of the measured shear vane strength can be seen in figure 1.

Figure 1: Measured shear vane strength in the Gyttja.

The shear vane strength measured in the gyttje is correlated to the undrained shear

strength, by a factor "kvinge". kvinge depends on plasticity index, and is usually assumed to

equal to 0.5 in gyttja.

6.3 Water levels

The water levels in the standpipes in the onshore boreholes were monitored as presented

in Table 2.

Table 2: Water level measurements

Bore

hole

No.

Terrain

Elevation

m

Water level

15. August 2015

Depth

m b. g.

Elev.

m

B1 +1.8 1.2 +0.6

B3 +0.3 0.4 -0.1

B15 +1.4 1.3 +0.1

The ground water table must be expected to be dependent on the time of year as well as

on precipitation.

-45,00

-40,00

-35,00

-30,00

-25,00

-20,00

-15,00

-10,00

-5,00

0,00

0,00 20,00 40,00 60,00 80,00 100,00 120,00 140,00

Ele

vation [

m]

Shear vane strength Cv [kPa]

B9

B6

B5

B11



10

For a more detailed description of subsurface conditions reference is made to the borehole

profiles.

7 Execution

Excavations are expected to be performed at boreholes B1 and B15. The expected

excavation depth is up to 1.5 m b.g.

7.1 Dewatering of excavation

Excavations are expected to be conducted in limestone to a depth of or slightly below the

groundwater. It is therefore expected that dewatering can be limited to the use of regular

pumps, pump sumps and drainage ditches.

In the limestone there is a risk of waterfilled fissures. Therefore it can be neccesary to

dewater by a well point system or dewatering wells, thereby avoiding softening and

hydraulic failure of the base.

The discharge of pumped up water may - depending on the quantities of pumped water,

require permission from the municipal authorities according to Danish law

(Vandforsyningslovens § 26).

7.2 Excavations

With the assumption that the soil conditions are similar to those encountered in the

boreholes and the dewatering scheme is effective, it is expected that the dewatering of the

excavations can be carried out without special problems.

Due to the safety of workers, temporary, open pit slopes should not be steeper than

1.0:1.5 (vertical:horizontal). In case of special conditions, like water filled layers of

gravel, sand or silt, sudden thaw or loads on top of the slope, the slope should be less

inclined to prevent dangerous slippage.

Possible loose, soaked or frozen soil shall be excavated before casting of the foundations.

8 Geotechnical inspections

In connection with the excavation works, geotechnical inspections shall be conducted, as

per EC7, part 1, chapter 4.

The scope of these inspections will be detailed prior to final design.



11

9 Handling of soil

According to the law of handling of soil, "Jordforureningsloven", special requirements

can be asked for handling of soil deposited outside the ground area ("matrikel").

Such requirements can have significant influence on the time schedule and the economy

of the project, and should therefore be handled as soon as possible, and before the start of

the building.

10 Geotechnical design report

A geotechnical design report, collecting the geotechnical design including basis,

parameters, calculations and results, shall be worked out see EC7, part 1, section 2.8.

The design report must include a plan for control, monitoring and maintinans.

Present geotechnical report can be used as a basis for the design report.

11 Final remarks

The extracted soil samples will be stored for a period of 3 months from the date of this

report. After this period the samples will be disposed of unless other agreement has been

made.

COWI will be available for further discussion of terms of geotechnical and foundation

issue in relation to this project.

Water content

Sounding resistance

remoulded

Shear strength,

SPT-probe, closed/open

Plastic limit

Shear strength

Plastic index

Liquid limit

Ig

Te

Gc

Pg

Lg

Postglacial

Glacial

Danian

Ct

Da

Ls

Mw

Ts

Ma

Wd

Re Recent

Topsoil

Ae

Fill

Environment :

Aeolian (wind) deposit

Landslide deposit

Meltwater deposit

Clay till

Gravel till

Sand till

Flint

Silt till

Interglacial

Cretaceous

Age :

Tertiary

Late Glacial

Solifluction soil

Washdown deposit

Freshwater deposit

Glacier deposit

Marine deposit

Gl

Water content at yield point

Weight of water in percent of solid matter

Water content at plastic limit

No. of strokes pr. 300 mm penetration

Ss

Fi

Fw

in disturbed soil

Shear strength measured with a vane test

in undisturbed soil

Shear strength measured with a vane test

Ratio between total weight and total volume

L P

gl - ka

w - w

Reaction w. hydrochoric acid: - = no lime; (+) = low content

of lime; + = limy; ++ = high content of lime

Weight loss of combustion in percent of solid matter

Location Plan

Backfill

Stand pipe

Bentonite filling

date of observation

Water level and

Sand filling

Filter

Concrete pipe

Mull

Peat

Gyttja

Fill

remainsPlant

Shells Clay

Silt

Sand

Rock

Cobbles

Gravel

DefinitionUnitSym.ParameterSignature

Definitions

300

-

%

%

%

%

%

%

%

BES

BOREHOLE LOGS

LEGEND FORData sheet

Prepared Approved

SSMO

Page 1 of 1

07.10.2014

Date

-/(+)/+/++

Rf

q

fvc

c

ka

redgl

gl

P I

P w

w

w

L

A-1

SPT sample

sample or

10 kg disturbed

Disturbed sample

Layer boundary

Undisturbed sample

Sample number3

Soil Signature

LEGEND FOR BOREHOLE LOGS

Borehole log

Geological abbreviations Stand pipe

2014.01.06

Borehole with soil sampling

kN/m³

Weight of CaCo³ in percent of solid matter

kN/m²

kN/m²

c

Insitu shear vane test

X

N

Cone Penetration Test

Standard Penetration Test

N

CPT log

qc = Cone resistance

fs or Rf

u = Pore water pressure

fs = Sleeve friction

Rf = Friction ratio

Mi Miocene

EoceneEo

Ol Oligocene

Rev. 3.0

cobbles and boulders (not apparent in boreholes).

Till deposits can be expected to contain

Unit weight

Loss on ignition

on ignition

Reduced loss

+

+

Carbonate content

Carbonate content

Y

,fs,u MPa

CPT

Cone resistance, sleeve friction resistance, pore water pressure

Friction ratio

vr

%

Chalk

Br Brackish water deposit

Checked

LNJE / DRA

N:\1531\5. Geoteknik og fundering\Signaturforklaring_bilagA1\Engelsk\Legend_A1.dgn

chlp

11

Limestone

2015.08.13 B1MGS

1.1

MARIAGER FJORD. HDD SITE INVESTIGATION.A073020-002

2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6284482 (m)X: 563797 (m)

UTM32E89

GeoGIS2005 2.3.97 - Aalborg - PSTVUK1 - 29-09-2015 09:04:13

KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)

Method:Coordinate System: Location plan:

Profile

Job:

Drilled by: Date: Geologist: Synonym: Boring:

Executed by: Checked by: Approved by: Date: Encl. No.:

Test Results Geological Description

Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 1/2

Continues

-7

-6

-5

-4

-3

-2

-1

0

+1

0

1

2

3

4

5

6

7

8

9

1

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

Ts ReFILL: SAND, muldy, fine, silty, root remains,

dark brown

Ts ReFILL: SAND - -

Ma CtLIMESTONE, muddy, occasionel flint gravel

or pebbles, off white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -


or pebbles, off, white



Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE, muddy, very light gray

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

DVR90 +1.8 m

20150915

W

Cfv

W=42.2

W=41

W=40.5

W=40.3

Cv>359

Cv>359

Cv>359

Cv>359

2015.08.13 B1MGS

1.1


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6284482 (m)X: 563797 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 2/2

Continued

-14

-13

-12

-11

-10

-9

-8

9

10

11

12

13

14

15

++

++

++

++

++

++

++

++

++

++

++

++

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

19

20

21

22

23

24

25

26

27

28

29

30W

Cfv

Crv

Crv

W=40.3

Cv>359

Cv>359

Cfv=561kPa

Cv>702

Cv>702

Cfv=631kPa

Cv>702

Cfv=449kPa

Cfv=407kPa

2015.08.27 B3SNC

1.2


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6284314 (m)X: 563826 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 1/3

Continues

-8

-7

-6

-5

-4

-3

-2

-1

0

0

1

2

3

4

5

6

7

8

9

1

-

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

Ts ReTOPSOIL, peaty, plant remains, dark brown

Ts ReFILL: SAND, fine - coarse, gravelly, pebbley,

peat lenses, gyttja lenses, limestone

fragment, plant remains

Br PgGYTTJA, very sandy, silty, shell remains,

olive grey

Br PgGYTTJA, slightly sandy, silty, w. shells, olive

grey

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA, slightly sandy, plenty of shells,

plant remains, olive grey

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA, sandy, pebbley, plenty of shells,


Br PgGYTTJA - -

Br PgGYTTJA - -

Ma PgSAND, fine - medium, sligthly gravelly, w.

shells, few gyttja layers

Br PgGYTTJA, very sandy, silty, clayey, w. shells,

plant remains, grey - brown

Br PgGYTTJA, clayey, silty, slightly sandy, shell

remains, olive

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

DVR90 +0.3 m

20150915

Cfv W=262.8

W=92.8

W=108.6

W=83.7

W=59.2

W=85.6

W=69.5

W=60

W=62.2

W=120.7

W=45.7

W=73.7

W=54.8

W=52.2

W=41.5

W=50.9

2015.08.27 B3SNC

1.2


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6284314 (m)X: 563826 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 2/3

Continues

Continued

-17

-16

-15

-14

-13

-12

-11

-10

-9

9

10

11

12

13

14

15

16

17

18

+

+

-

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

Br PgGYTTJA - -

Br PgGYTTJA, sandy, clayey, many shell remains,


Fe PgPEAT, slightly sandy, plant remains, dark

brown

Fe/

Ma

Pg/

Ct

LIMESTONE: GYTTJA, sandy, gravelly, few

stones, pieces of limstone, slightly muddy

Ma CtLIMESTONE, sandy, muddy, slightly

gravelly, few stones, off white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE, very muddy, off white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

Crv

W=50.9

W=52.9

W=59.5

W=55.6

W=41.9

Cv>359

Cfv=716kPa

Cv>702

Cfv=659kPa

Cv>702

Cfv=575kPa

Cv>702

2015.08.27 B3SNC

1.2


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6284314 (m)X: 563826 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 3/3

Continued

-20

-19

-18

18

19

20

++

++

++

++

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

39

40

41

42W

Cv>702

Cv>702

Cv>702

2015.08.27 B4MGS

1.3


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6284143 (m)X: 563934 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 1/4

Continues

-8

-7

-6

-5

-4

-3

-2

-1

0

0

1

2

3

4

5

6

7

8

9

++

++

++

++

++

++

++

++

++

++

++

++

++

water

Fe PgGYTTJA, with shells, plant remains, olive

grey

Fe PgGYTTJA - -

Fe PgGYTTJA, with shells, plant remains, pieces of

limestone, olive grey, grey

Fe PgGYTTJA - -

Ma CtLIMESTONE, muddy, few stripes of sand,

few stones, grey white

Ma CtLIMESTONE - -

Ma CtLIMESTONE, sandy, muddy, grey white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE, sandy, very muddy, grey white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

1

2

3

4

5

6

7

8

9

10

11

12

13

14

DVR90 +0.2 m

Cfv

W=77.7

W=73.5

2015.08.27 B4MGS

1.3


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6284143 (m)X: 563934 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 2/4

Continues

Continued

-17

-16

-15

-14

-13

-12

-11

-10

-9

9

10

11

12

13

14

15

16

17

18

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -



Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -



Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

Cv>359

Cv>359

2015.08.27 B4MGS

1.3


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6284143 (m)X: 563934 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 3/4

Continues

Continued

-26

-25

-24

-23

-22

-21

-20

-19

-18

18

19

20

21

22

23

24

25

26

27

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

Crv

Crv

Cv>359

Cv>359

Cfv=407kPa

Cfv=589kPa

Cv>702

Cv>702

Cfv=407kPa

Cfv=673kPa

Cv>702

Cfv=435kPa

Cfv=547kPa

2015.08.27 B4MGS

1.3


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6284143 (m)X: 563934 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 4/4

Continued

-31

-30

-29

-28

-27

27

28

29

30

31

++

++

++

++

++

++

++

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

50

51

52

53

54

55

56

W

Crv

Cfv=547kPa

Cfv=422kPa

2015.08.31 B5ALCH

1.4


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283980 (m)X: 563904 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 1/4

Continues

-8

-7

-6

-5

-4

-3

-2

-1

0

0

1

2

3

4

5

6

7

8

9

+

+

water

Br PgGYTTJA, slightly sandy, very silty, occasionel

shell fragments, highly organic, plant

remains, very dark olive brown

Br PgGYTTJA - -

1

2

DVR90 +0.2 m

W=64.2

W=175.1

2015.08.31 B5ALCH

1.4


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283980 (m)X: 563904 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 2/4

Continues

Continued

-17

-16

-15

-14

-13

-12

-11

-10

-9

9

10

11

12

13

14

15

16

17

18

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA, lightly sandy, very silty, occasionel

shell fragments, plant remains, dark olive

brown

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA, slightly silty, clayey, occasionel

shell fragments, olive brown

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

Cfv

W=145.2

W=161.1

W=268.5

W=337.2

W=182.3

W=175.8

W=248.3

W=306.3

W=173.4

W=189.2

W=125.5

W=123.6

W=103

W=129

W=117.6

W=158.3

W=143.4

W=137.9

2015.08.31 B5ALCH

1.4


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283980 (m)X: 563904 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 3/4

Continues

Continued

-26

-25

-24

-23

-22

-21

-20

-19

-18

18

19

20

21

22

23

24

25

26

27

+

+

+

+

+

++

++

++

++

++

++

++

++

++

++

++

++

++

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br/

Ma

Pg/

Ct

LIMESTONE, sandy, (gravelly), occasionel

flint gravel or pebble, off white, olive brown

Ma CtLIMESTONE, coarse sandy, granular

consistense, apperense brocken, occasionel

flint or pebble, off white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE, mainly muddy, occasionel flint

gravel or pebble, off white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

W=128.9

W=130.4

W=122.1

W=199.2

W=146.9

W=41.4

W=40.2

W=41.4

W=50.5

W=42.7

W=46.6

Cv>107

2015.08.31 B5ALCH

1.4


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283980 (m)X: 563904 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 4/4

Continued

-35

-34

-33

-32

-31

-30

-29

-28

-27

27

28

29

30

31

32

33

34

35

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54W

CfvCrv

W=41.6

2015.09.01 B6MGS

1.5


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283815 (m)X: 563990 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 1/6

Continues

-8

-7

-6

-5

-4

-3

-2

-1

00

1

2

3

4

5

6

7

8

9

+

water

Br PgGYTTJA, slightly sandy, very silty, clayey,

very soft, containes shell fragments, plant

remains, sulphor smell

1

DVR90 +0.2 m

W=194.2

2015.09.01 B6MGS

1.5


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283815 (m)X: 563990 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 2/6

Continues

Continued

-17

-16

-15

-14

-13

-12

-11

-10

-99

10

11

12

13

14

15

16

17

18

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

remains, sulphor smell

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -


contains shell fragments, very soft, olive

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

W=206.6

W=172.9

W=316.8

W=289.3

W=288.7

W=184.9

W=213.8

W=207.5

W=187.1

W=197.2

W=212.3

W=221.6

W=150.5

W=145.2

W=144.6

W=140.9

W=45.7

W=129

2015.09.01 B6MGS

1.5


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283815 (m)X: 563990 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 3/6

Continues

Continued

-26

-25

-24

-23

-22

-21

-20

-19

-18

18

19

20

21

22

23

24

25

26

27

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

W=141.6

W=133.2

W=119.7

W=122.1

W=124

W=122.4

W=110.1

W=125.4

W=96.7

W=105.2

W=89.6

W=109.2

W=111.8

W=122.7

W=100.9

W=104.8

W=112

W=113.4

Cv>31

2015.09.01 B6MGS

1.5


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283815 (m)X: 563990 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 4/6

Continues

Continued

-35

-34

-33

-32

-31

-30

-29

-28

-27

27

28

29

30

31

32

33

34

35

36

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

W=112.1

W=112.3

W=112.6

W=114.7

W=108.9

W=108.6

W=111.9

W=109.4

W=103.9

W=105.6

W=124.1

W=128.5

W=111.9

W=108.4

W=110.8

W=109.5

W=107.8

W=106

Cv>107

2015.09.01 B6MGS

1.5


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283815 (m)X: 563990 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 5/6

Continues

Continued

-44

-43

-42

-41

-40

-39

-38

-37

-36

36

37

38

39

40

41

42

43

44

45

+

+

+

+

+

+

+

+

+

+

+

+

+

+

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

56

57

58

59

60

61

62

63

64

65

66

67

68

69

CfvCrv

W=97.1

W=107.1

W=99.1

W=98.6

W=93.2

W=94.3

W=102.2

W=97.9

W=101

W=95

W=96.4

W=94.5

W=88.2

W=89.4

2015.09.01 B6MGS

1.5


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283815 (m)X: 563990 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 6/6

Continued

-49

-48

-47

-46

-45

45

46

47

48

49

+

+

+

+

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

70

71

72

73

W=119

W=105.7

W=117.9

W=116.8

2015.09.03 B9MGS

1.6


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283631 (m)X: 563986 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 1/6

Continues

-9

-8

-7

-6

-5

-4

-3

-2

-1

00

1

2

3

4

5

6

7

8

9

+

+

+

water


very soft, contains shell fragments, plant

remains, sulphor smell, very dark brown

Br PgGYTTJA - -

Br PgGYTTJA - -

1

2

3

DVR90 +0.0 m

W=303.2

W=299.3

W=325.3

2015.09.03 B9MGS

1.6


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283631 (m)X: 563986 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 2/6

Continues

Continued

-18

-17

-16

-15

-14

-13

-12

-11

-10

-99

10

11

12

13

14

15

16

17

18

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -


contains shell fragments, very soft, olive

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

γ

γ

W=300.8

W=284.7

W=302.6

W=304.5

W=181.6

W=199.1

W=202.1

W=212.3

W=200.9

W=209.8

W=227

W=243.5

W=163.2

W=174.7

W=164.8

W=148.7

W=143.3

W=149.5

2015.09.03 B9MGS

1.6


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283631 (m)X: 563986 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 3/6

Continues

Continued

-27

-26

-25

-24

-23

-22

-21

-20

-19

-1818

19

20

21

22

23

24

25

26

27

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

γ

γ

W=142.2

W=153.1

W=147.9

W=130.3

W=142.9

W=134.5

W=102.7

W=99.7

W=92.2

W=95.3

W=130.1

W=138.2

W=146.2

W=127.6

W=123.9

W=112.2

W=128.2

W=119.7

Cv>31

2015.09.03 B9MGS

1.6


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283631 (m)X: 563986 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 4/6

Continues

Continued

-36

-35

-34

-33

-32

-31

-30

-29

-28

-2727

28

29

30

31

32

33

34

35

36

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

γ

γ

W=128.8

W=116.5

W=112.7

W=111.8

W=120.8

W=119.9

W=124.4

W=125.8

W=121.1

W=114.8

W=130.1

W=123.9

W=112.3

W=114.7

W=110.2

W=110.8

W=104.9

W=99.3

2015.09.03 B9MGS

1.6


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283631 (m)X: 563986 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 5/6

Continues

Continued

-45

-44

-43

-42

-41

-40

-39

-38

-37

-3636

37

38

39

40

41

42

43

44

45

+

+

+

+

+

+

+

+

+

+

+

+

Br PgGYTTJA - -


occasionel shell fragments, stained very

dark grey, olive

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

58

59

60

61

62

63

64

65

66

67

68

69

CfvCrv

γ

W=104.5

W=97.9

W=104.3

W=101.5

W=102

W=105.5

W=96.3

W=92.9

W=87.3

W=95.7

W=75.9

W=96.5

2015.09.03 B9MGS

1.6


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283631 (m)X: 563986 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 6/6

Continued

-49

-48

-47

-46

-4545

46

47

48

49

+

+

+

+

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

70

71

72

73

W=95

W=90.7

W=84.9

W=80.1

2015.08.25 B11ALCH

1.7


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283465 (m)X: 564052 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 1/5

Continues

-9

-8

-7

-6

-5

-4

-3

-2

-1

00

1

2

3

4

5

6

7

8

9

+

+

water

Br PgGYTTJA, highly organic, shell fragments,

sulporic smell, very dark grey

Br PgGYTTJA - -

1

2

DVR90 +0.0 m

W=99.8

W=150

2015.08.25 B11ALCH

1.7


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283465 (m)X: 564052 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 2/5

Continues

Continued

-18

-17

-16

-15

-14

-13

-12

-11

-10

-99

10

11

12

13

14

15

16

17

18

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -


veak sulphoric smell, very dark grey

Br PgGYTTJA - -

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

W=181.8

W=163.6

W=207.9

W=234.4

W=201.6

W=241.5

W=254.8

W=269.1

W=255.4

W=240.1

W=234.9

W=199.3

W=192

W=224

W=233.9

W=189.5

W=237.6

W=219.5

2015.08.25 B11ALCH

1.7


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283465 (m)X: 564052 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 3/5

Continues

Continued

-27

-26

-25

-24

-23

-22

-21

-20

-19

-1818

19

20

21

22

23

24

25

26

27

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

+

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -


dark olive grey

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

W=160

W=164

W=155.1

W=172.9

W=180.8

W=129.2

W=112.3

W=125.3

W=112.4

W=111.2

W=129.4

W=131

W=150.6

W=124.4

W=149.5

W=138.8

W=150.2

2015.08.25 B11ALCH

1.7


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283465 (m)X: 564052 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 4/5

Continues

Continued

-36

-35

-34

-33

-32

-31

-30

-29

-28

-2727

28

29

30

31

32

33

34

35

36

+

+

+

+

+

+

+

+

+

++

++

++

++

++

++

++

++

++

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Br PgGYTTJA - -

Ma CtLIMESTONE, sandy, appers sandy granular,

off white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

W=132.4

W=139

W=146.8

W=137

W=150.3

W=128.3

W=139.2

W=127.7

W=126.2

W=57.9

W=62.5

W=52.1

W=62.2

W=55.8

W=53.5

W=49.2

W=47

W=49.5

2015.08.25 B11ALCH

1.7


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283465 (m)X: 564052 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 5/5

Continued

-42

-41

-40

-39

-38

-37

-3636

37

38

39

40

41

42

++

++

++

++

++

++

++

++

++

++

++

++

Ma CtLIMESTONE, muddy, appers as coarse sandy

and gravelly, fragment rounded, flattend, a

like beach gravel, contains flint, off white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE, sandy, muddy, appears partly

granular, off white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE, muddy, appers as coarse sandy

and gravelly, fragment rounded, flattend, a

like beach gravel, contains flint, off white

Ma CtLIMESTONE, muddy, occasionel flint, off

white

Ma CtLIMESTONE, sandy, muddy, appears partly

granular, off white

Ma CtLIMESTONE - -

57

58

59

60

61

62

63

64

65

66

67

68W

CfvCrv

W=40.7

W=41

W=48.5

W=46.5

W=42.9

W=46.8

W=45.1

2015.08.24 B13MGS

1.8


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283558 (m)X: 564090 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 1/4

Continues

-9

-8

-7

-6

-5

-4

-3

-2

-1

0

1

2

3

4

5

6

7

8

9

++

++

++

++

++

++

++

++

++

++

++

++

++

++

water

Ma PgSAND, fine - coarse, grained, slightly

gravelly, contains limestone with shell

fragments, light grey

Ma PgGRAVEL, pebbley, partly coarse sand,

contains shell fragments, mainly limestone

gravel or pebble, flattend and rounded, off

white, light grey

Ma PgGRAVEL, pebbley, slightly coarse sand,

contains shell fragments, mainly limestone

gravel or pebble, flattend and rounded, off

white, light grey

Ma PgGRAVEL - -

Ma CtLIMESTONE, sandy, muddy, shell fragments,

coarse clastic sandy, ligtht grey

Ma CtLIMESTONE, fractured, partly muddy,

occasionel flint gravel or pebble, off white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE, sandy, muddy, occasionel

gravel or pebble, occasionel stained

yellowbrown, off white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

1

2

3

4

5

6

7

8

9

10

11

12

13

14

DVR90 -0.1 m

W

Cfv

2015.08.24 B13MGS

1.8


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283558 (m)X: 564090 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 2/4

Continues

Continued

-18

-17

-16

-15

-14

-13

-12

-11

-10

9

10

11

12

13

14

15

16

17

18

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

Cv>107

Cv>107

Cv>107

Cv>359

2015.08.24 B13MGS

1.8


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283558 (m)X: 564090 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 3/4

Continues

Continued

-27

-26

-25

-24

-23

-22

-21

-20

-19

18

19

20

21

22

23

24

25

26

27

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

Crv

Cv>359

Cv>359

Cv>702

Cfv=561kPa

Cv>702

Cfv=449kPa

Cfv=505kPa

2015.08.24 B13MGS

1.8


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283558 (m)X: 564090 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 4/4

Continued

-36

-35

-34

-33

-32

-31

-30

-29

-28

27

28

29

30

31

32

33

34

35

36

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

51

52

53

54

55

56

57

58

59

60

61

62

63

64

65

66

67W

Crv

Cfv=561kPa

Cfv=435kPa

Cfv=421kPa

Cfv=589kPa

Cfv=603kPa

Cv>702

Cfv=561kPa

Cfv=589kPa

Cfv=603kPa

Cfv=519kPa

Cfv=702kPa

Cfv=673kPa

2015.08.17 B15MCSK

1.9


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283051 (m)X: 564130 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 1/2

Continues

-7

-6

-5

-4

-3

-2

-1

0

+1

0

1

2

3

4

5

6

7

8

9

1

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

++

TOPSOIL, according to driller

Gl GcCLAY TILL, very sandy, silty, gravelly, very

calcereus, brown - white

Ma/

Gl

Ct/

Gc

LIMESTONE, blocky, partly clay till, with

flint, brown white

Ma/

Gl

Ct/

Gc

LIMESTONE - -

Ma CtLIMESTONE, muddy, occasionel flint gravel,

off white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -



Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE, muddy, occasionel flint gravel,

off white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

DVR90 +1.4 m

20150915

W

Cfv

Cfv

Cfv=463kPa

Cfv=477kPa

Cfv=575kPa

Cfv=631kPa

Cfv=463kPa

Cfv=519kPa

2015.08.17 B15MCSK

1.9


2015.09.24KRLRHJT

KMCH

Boring with casing

Y: 6283051 (m)X: 564130 (m)

UTM32E89


KRLR

Level

(m)

Depth

(m)

10 20 30 W (%)

100 200 300 Cfv, Crv (kPa)

12 16 20 γ (kN/m³)

2 4 6 Glr. (%)


Profile

Job:




Ge

olo

gy

Sa

mp

le

No

.

En

v.

Ag

e

Fro

st

Ch

alk

P. 2/2

Continued

-14

-13

-12

-11

-10

-9

-8

9

10

11

12

13

14

15

++

++

++

++

++

++

++

++

++

++

++

++

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -



Ma CtLIMESTONE, muddy, off white

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

Ma CtLIMESTONE - -

19

20

21

22

23

24

25

26

27

28

29

30W

Crv

Crv

W=43.6

Cv>702

Cv>702

Cv>702

Cfv=463kPa

Cfv=575kPa

Cv>702 Stone

Cv>702

Cv>702

Cv>702

Cfv=533kPa

Cv>702

MARIAGER FJORD, HDD SITE · PDF file10 Geotechnical design report 11 ... The project comprises...

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Transcript of MARIAGER FJORD, HDD SITE · PDF file10 Geotechnical design report 11 ... The project comprises...