J.1.1_Geotechnical_Properties_.pdf

PDF 11 MB Posted Aug 16, 2022

Attached to: CMR Site Demolition and Stabilization Federal contract opportunity
Solicitation number: 19GE5022R0118
Issued by: Department of State Office of Acquisition Management

About this file

Written by GovTribe AI · Dec 28, 2023

This file provides details for a federal solicitation from the Department of State Office of Acquisition Management. Solicitation number 19GE5022R0118 seeks proposals for CMR Site Demolition and Stabilization services. Offerors should review the attached geotechnical properties file for additional requirements information. Proposals are due on an unspecified date, and the solicitation aims to award a contract to provide demolition and stabilization work at an unspecified CMR site. Relevant details on pricing, set-asides, incumbent contractors or additional federal agencies involved are not included.

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Other files for this federal contract opportunity

Other files attached to CMR Site Demolition and Stabilization, newest first.
File	Type	Posted
19GE5022R0118_Q and A Volume I.pdf	PDF	Aug 30, 2022
19GE5022R0118_P00001.pdf	PDF	Aug 30, 2022
DBAWaiver-BosniaHerzegovina.pdf	PDF	Aug 30, 2022
19GE5022R0118.pdf	PDF	Aug 16, 2022
J.1.3_Site Stabilization.pdf	PDF	Aug 16, 2022
J.1.7_Electrical_installations.pdf	PDF	Aug 16, 2022
J.1.2_General.pdf	PDF	Aug 16, 2022
J.1.6_Demolition_and_Construction_Site_Conservation.pdf	PDF	Aug 16, 2022
J.1.8_HVAC_Installations.pdf	PDF	Aug 16, 2022
19GE5022R0118_RFP Cover letter.pdf	PDF	Aug 16, 2022
J.1.9_Plumbing Installations.pdf	PDF	Aug 16, 2022
J.1.4_Bill_of_Quantities_-_Demolition_and_Site_Conservation.pdf	PDF	Aug 16, 2022
J.1.5_Architecture_and_Landscape_-_Demolition_and_Site_Conservation.pdf	PDF	Aug 16, 2022

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A-E_SERVICES_CMR_ DEMOLITION_&_CONSTRUCTION_ SITE_CONSERVATION

SARAJEVO, BOSNIA&HERZEGOVINA

BOOK 1

TABLE OF CONTENTS

1. INTRODUCTION 1

2. Geographical and geomorphological characteristics of the area 2

3. TASK AND GOAL OF THE RESEARCH 3

4. TYPES AND SCOPE OF PERFORMED RESEARCH 3

4.1. ANALYSIS OF PREVIOUSLY PERFORMED RESEARCH WITH EVALUATION OF THE

LEVEL OF PREVIOUS FIELD RESEARCH 3

4.2. NEWLY PRODUCED INVESTIGTIONS WORKS 4

4.2.1. FIELD TESTS 4

4.2.2. LABORATORY TESTS 10

5. GEOLOGICAL PROPERTIES OF THE TERRAIN 11

6. ENGINEERING-GEOLOGICAL PROPERTIES OF THE TERRAIN 12

7. HYDROGEOLOGICAL PROPERTIES OF THE TERRAIN 13

8. ANALYSIS OF GEOMECHANICAL PARAMETERS AND EMPIRICAL CORRELATIONS 14

9. TERRAIN STABILITY 20

10. SEISMICITY OF THE AREA 22

10.1. SEISMIC HAZARD AND RISK 24

10.2. PROJECT PARAMETERS OF SEISMICITY 25

11. GEOTECHNICAL CONDITIONS OF EXCAVATION, FOUNDATION AND CONSTRUCTION

13. CONCLUSIONS AND RECOMMENDATIONS 26

14. ATTACHMENTS 27

STUDY ON ENGINEERING – GEOLOGICAL AND GEOTECHNICAL CHARACTERISTICS OF THE

TERRAIN FOR THE PURPOSE OF SLOPE STABILIZATION DESIGN IN ALIPAŠINA STREET,

SARAJEVO

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Project Number

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CAD_NAME

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OVERSEAS BUILDINGS OPERATIONS

United States Department of State

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SAFET_MUTAPCIJA,B.ENG.G.

08/09/2021

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FABING d.o.o.

Fadil BiberkićPrincipal

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AutoCAD SHX Text WARNING: This document is the property of the U.S. Government. Further reproduction and/or distribution outside the contractor team is prohibited without the express written approval of: U.S. Department of State ATTN: Washington, DC 20520

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BOSNIA&HERZEGOVINA

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DEMOLITION_&_CONSTRUCTION_

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A-E_SERVICES_CMR_

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SITE_CONSERVATION

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WITH_INVESTIGATIVE_WORKS

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LAYOUT

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29 | P a g e d a t e 2 0 2 2 / 0 3

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LEGEND FOR INVESTIGATIVE BOREHOLES LOGS

Attach. 2.0

INVESTOR:

DESIGN:

CONTRACTOR:

SITE:

DRILLING DATE:

DETERMINED BY:

S 1:100

PROCESSED BY:

SCALE:

B.Eng. Safet Mutapčija, geol. eng.

DRILLER:

"WINNER PROJECT" Ltd

st. Zmaja od Bosne 47a, Sarajevo

GWO

GWL

Other marks and symbols

50/10

SPT

C o l l u v i u m

Brown clays of firm and very firm consistency with inclusions of fragments of weakly consolidated sandstones and in some places organic matter

09-10.08.2021.

WINNER PROJECT Ltd

Smajo Muratović

FABING Ltd

STUDY ON ENGINEERING-GEOLOGICAL AND

GEOTECHNICAL CHARACTERISTICS OF THE TERRAIN FOR

THE PURPOSE OF SLOPE STABILIZATION DESIGN

ALIPAŠINA STREET, SARAJEVO

W e a k e n e d s u b s t r a t e

S u b s t r a t e

Marl clays interspersed with inserts of brown deluvial and colluvial clays of laminated texture

Gray marls

B.Eng. Safet Mutapčija, geol. eng.

w w

50/00 u q

200100

SPT

20 30

"WINNER PROJECT" d.o.o

ul. Zmaja od Bosne 47a, Sarajevo

BUŠOTINA:

Attach. 2.1.

50 100 w p o w l

POCKET PENETROMETER (kPa)

FVT (kPa)

T H

I C

K N

E S m

RQD

Granulometry

D E

P T

H m

S A

M P

L E

S m

FRACTURE FREQUENCY (N/m') SPT (stroke numbers) p 0FF l

RQD

DISTURBED SAMPLE

UNDISTURBED SAMPLE

UNIAXIAL STRENGTH (MPa - rocks, kPa - soils)

GWO/GWL

ATTERBERG LIMITS (%)

q u

ROCK QUALITY DESIGNATION (%)

CR CORE RECOVERY (%)

S Y

M B

O L

B - 1

LITHOLOGICAL DESCRIPTION

L I T

H O

L O

G I C

A L

S Y

M B

O L

X= 6 498 538 Y= 4 832 605 Z=

3,40

3,80

(11-11-13)Š

(6-7-11)Š

(7-7-13)Š

(37-50/11)Š

4,00 4,00

Brown clays of firm and very firm consistency with inclusions of fragments of weakly consolidated sandstones and in some places organic matter

6,10 2,10

Marl clays interspersed with inserts of brown deluvial and colluvial clays of laminated texture

(50/8)Š

4,40

4,80

Gray marls

10,0 3,90

INVESTOR:

DESIGN:

CONTRACTOR:

SITE:

DRILLING DATE:

DETERMINED BY:

S 1:100

PROCESSED BY:

SCALE:

B.Eng. Safet Mutapčija, geol. eng.

DRILLER:

09.08.2021.

WINNER PROJECT Ltd

Smajo Muratović

FABING Ltd

STUDY ON ENGINEERING-GEOLOGICAL AND GEOTECHNICAL

CHARACTERISTICS OF THE TERRAIN FOR THE PURPOSE OF SLOPE

STABILIZATION DESIGN

ALIPAŠINA STREET, SARAJEVO

B.Eng. Safet Mutapčija, geol. eng.

Attach. 2.2.

2,50

2,90

(10-12-11)Š

(12-16-19)Š

(22-24-27)Š

4,20 4,20

6,8 2,60

(40-50/11)Š

7,00

7,40

10,0 3,20

(28-30-34)Š w w

50/00 u q

200100

SPT

20 30

"WINNER PROJECT" d.o.o

ul. Zmaja od Bosne 47a, Sarajevo

BUŠOTINA:

50 100 w p o w l

POCKET PENETROMETER (kPa)

FVT (kPa)

T H

I C

K N

E S m

RQD

Granulometry

D E

P T

H m

S A

M P

L E

S m

FRACTURE FREQUENCY (N/m') SPT (stroke numbers) p 0FF l

RQD

DISTURBED SAMPLE

UNDISTURBED SAMPLE

UNIAXIAL STRENGTH (MPa - rocks, kPa - soils)

GWO/GWL

ATTERBERG LIMITS (%)

q u

ROCK QUALITY DESIGNATION (%)

CR CORE RECOVERY (%)

S Y

M B

O L

B - 2

LITHOLOGICAL DESCRIPTION

L I T

H O

L O

G I C

A L

S Y

M B

O L

X= 6 498 538 Y= 4 832 635 Z=

INVESTOR:

DESIGN:

CONTRACTOR:

SITE:

DRILLING DATE:

DETERMINED BY:

S 1:100

PROCESSED BY:

SCALE:

B.Eng. Safet Mutapčija, geol. eng.

DRILLER:

10.08.2021.

WINNER PROJECT Ltd

Smajo Muratović

FABING Ltd

STUDY ON ENGINEERING-GEOLOGICAL AND GEOTECHNICAL

CHARACTERISTICS OF THE TERRAIN FOR THE PURPOSE OF SLOPE

STABILIZATION DESIGN

ALIPAŠINA STREET, SARAJEVO

B.Eng. Safet Mutapčija, geol. eng.

Brown clays of firm and very firm consistency with inclusions of fragments of weakly consolidated sandstones and in some places organic matter

Marl clays interspersed with inserts of brown deluvial and colluvial clays of laminated texture

Attach. 2.3.

2,50

3,80

(7-11-15)Š

(14-17-16)Š

(20-22-23)Š

(30-34-41)Š

3,80 3,80

(38-50/9)Š

6,50

6,90

10,0 4,50

5,50 1,70 w w

50/00 u q

200100

SPT

20 30

"WINNER PROJECT" d.o.o

ul. Zmaja od Bosne 47a, Sarajevo

BUŠOTINA:

50 100 w p o w l

POCKET PENETROMETER (kPa)

FVT (kPa)

T H

I C

K N

E S m

RQD

Granulometry

D E

P T

H m

S A

M P

L E

S m

FRACTURE FREQUENCY (N/m') SPT (stroke numbers) p 0FF l

RQD

DISTURBED SAMPLE

UNDISTURBED SAMPLE

UNIAXIAL STRENGTH (MPa - rocks, kPa - soils)

GWO/GWL

ATTERBERG LIMITS (%)

q u

ROCK QUALITY DESIGNATION (%)

CR CORE RECOVERY (%)

S Y

M B

O L

B - 3

LITHOLOGICAL DESCRIPTION

L I T

H O

L O

G I C

A L

S Y

M B

O L

X= 6 498 538 Y= 4 832 665 Z=

INVESTOR:

DESIGN:

CONTRACTOR:

SITE:

DRILLING DATE:

DETERMINED BY:

S 1:100

PROCESSED BY:

SCALE:

B.Eng. Safet Mutapčija, geol. eng.

DRILLER:

10.08.2021.

WINNER PROJECT Ltd

Smajo Muratović

FABING Ltd

STUDY ON ENGINEERING-GEOLOGICAL AND GEOTECHNICAL

CHARACTERISTICS OF THE TERRAIN FOR THE PURPOSE OF SLOPE

STABILIZATION DESIGN

ALIPAŠINA STREET, SARAJEVO

B.Eng. Safet Mutapčija, geol. eng.

Brown clays of firm and very firm consistency with inclusions of fragments of weakly consolidated sandstones and in some places organic matter

Marl clays interspersed with inserts of brown deluvial and

Attach 2.4.

(9-12-11)Š

(19-17-20)Š

(31-28-34)Š

(33-50/12)Š

4,10 4,10

(50/9)Š

10,0 4,00

6,00 1,90 w w

50/00 u q

200100

SPT

20 30

"WINNER PROJECT" d.o.o

ul. Zmaja od Bosne 47a, Sarajevo

BUŠOTINA:

50 100 w p o w l

POCKET PENETROMETER (kPa)

FVT (kPa)

T H

I C

K N

E S m

RQD

Granulometry

D E

P T

H m

S A

M P

L E

S m

FRACTURE FREQUENCY (N/m') SPT (stroke numbers) p 0FF l

RQD

DISTURBED SAMPLE

UNDISTURBED SAMPLE

UNIAXIAL STRENGTH (MPa - rocks, kPa - soils)

GWO/GWL

ATTERBERG LIMITS (%)

q u

ROCK QUALITY DESIGNATION (%)

CR CORE RECOVERY (%)

S Y

M B

O L

B - 4

LITHOLOGICAL DESCRIPTION

L I T

H O

L O

G I C

A L

S Y

M B

O L

X= 6 498 578 Y= 4 832 605 Z=

INVESTOR:

DESIGN:

CONTRACTOR:

SITE:

DRILLING DATE:

DETERMINED BY:

S 1:100

PROCESSED BY:

SCALE:

B.Eng. Safet Mutapčija, geol. eng.

DRILLER:

10.08.2021.

WINNER PROJECT Ltd

Smajo Muratović

FABING Ltd

STUDY ON ENGINEERING-GEOLOGICAL AND GEOTECHNICAL

CHARACTERISTICS OF THE TERRAIN FOR THE PURPOSE OF SLOPE

STABILIZATION DESIGN

ALIPAŠINA STREET, SARAJEVO

B.Eng. Safet Mutapčija, geol. eng.

Brown clays of firm and very firm consistency with inclusions of fragments of weakly consolidated sandstones and in some places organic matter

Marl clays interspersed with inserts of brown deluvial and

30 | P a g e d a t e 2 0 2 2 / 0 3

Cross section 1 - 1'

Chainages

Cover soil (GN 206)

Weakened substarte (GN 206)

Substrate (GN 206)

B - 2

B - 3

Chainages

Cover soil (GN 206)

Weakened substarte (GN 206)

Substrate (GN 206)

Chainages

Cover soil (GN 206)

Weakened substarte (GN 206)

Substrate (GN 206)

Cross section 2 - 2'

Cross section 3 - 3'

B - 4

B - 1

B - 3

B - 2

Brown clays of firm and very firm consistency with inclusions of fragments of weakly consolidated sandstones and in some places organic matter (III)

Marl clays interspersed with inserts of brown deluvial and colluvial clays of laminated texture

(III-IV)

Laminated texture gray/bluish marls (IV)

Brown clays of firm and very firm consistency with inclusions of fragments of weakly consolidated sandstones and in some places organic matter (III)

Marl clays interspersed with inserts of brown deluvial and colluvial clays of laminated texture

(III-IV)

Laminated texture gray/bluish marls (IV)

Brown clays of firm and very firm consistency with inclusions of fragments of weakly consolidated sandstones and in some places organic matter (III)

Marl clays interspersed with inserts of brown deluvial and colluvial clays of laminated texture

(III-IV)

Laminated texture gray/bluish marls (IV)

(11-11-13)Š

(6-7-11)Š

(7-7-13)Š

(37-50/11)Š

(50/8)Š

(9-12-11)Š

(19-17-20)Š

(31-28-34)Š

(33-50/12)Š

(50/9)Š

(10-12-11)Š

(12-16-19)Š

(22-24-27)Š

(40-50/11)Š

(28-30-34)Š

(7-11-15)Š

(14-17-16)Š

(20-22-23)Š

(30-34-41)Š

(38-50/9)Š

Chainages

Cover soil (GN 206)

Weakened substarte (GN 206)

Substrate (GN 206)

Brown clays of firm and very firm consistency with inclusions of fragments of weakly consolidated sandstones and in some places organic matter (III)

Marl clays interspersed with inserts of brown deluvial and colluvial clays of laminated texture (III-IV)

Laminated texture gray/bluish marls (IV)

Chainages

Cover soil (GN 206)

Weakened substarte (GN 206)

Substrate (GN 206)

Brown clays of firm and very firm consistency with inclusions of fragments of weakly consolidated sandstones and in some places organic matter (III)

Marl clays interspersed with inserts of brown deluvial and colluvial clays of laminated texture (III-IV)

Laminated texture gray/bluish marls (IV)

Cross section 4 - 4'

Cross section 5 - 5'

B - 3

B - 4

B - 2

B - 1

(11-11-13)Š

(6-7-11)Š

(7-7-13)Š

(37-50/11)Š

(50/8)Š

(10-12-11)Š

(12-16-19)Š

(22-24-27)Š

(40-50/11)Š

(28-30-34)Š

(7-11-15)Š

(14-17-16)Š

(20-22-23)Š

(30-34-41)Š

(38-50/9)Š

(9-12-11)Š

(19-17-20)Š

(31-28-34)Š

(33-50/12)Š

(50/9)Š

Existing building water and sewage pipes as potential triggers for additional slippage due to pipe rupture due to instantaneous creep

Road

Phase

Project Number

Classification

Checked By

Drawn By

CADD File Name

OBO Project Number

CADD Plot Scale

Date

Drawing Scale

Number

35%CONCEPT

Sheet

60% 100%90% FINAL

Release For Construction:

Drawing Title

OBO/PDCS/PDC OBO/PDCS/DE

DescriptionRev Number Revisions

Date

OVERSEAS BUILDINGS OPERATIONS

United States Department of State

Washington, D.C.

SARAJEVO

projektovanje, inžinjering, konsalting Srđana Aleksića 14 tel/fax: 033 213 840

FABING d.o.o.

Fadil BiberkićPrincipal

1:250

SENSITIVE_BUT_UNCLASSIFIED(SBU)

BIBERKIC_FADIL,DIG

08/10/2021

PNUM

PROJ_NO

CAD_NAME

C o l l u v i u m

Brown clays of firm and very firm consistency with inclusions of fragments of weakly consolidated sandstones and in some places organic matter

W e a k e n e d s u b s t r a t e

S u b s t r a t e

Marl clays interspersed with inserts of brown deluvial and colluvial clays of laminated texture

Gray marls

LEGEND FOR ENGINEERING - GEOLOGICAL LAYERS

Sample

GWO

GWL

Other marks and symbols

50/10

SPT

SAFET_MUTAPCIJA,B.ENG.G.

AutoCAD SHX Text

AutoCAD SHX Text c' r

AutoCAD SHX Text f

AutoCAD SHX Text γ

AutoCAD SHX Text I p

AutoCAD SHX Text I c

AutoCAD SHX Text ' r

AutoCAD SHX Text

AutoCAD SHX Text 19.8

AutoCAD SHX Text

AutoCAD SHX Text 1.31

AutoCAD SHX Text c'

AutoCAD SHX Text f

AutoCAD SHX Text γ

AutoCAD SHX Text

AutoCAD SHX Text 17.5

AutoCAD SHX Text

AutoCAD SHX Text c'

AutoCAD SHX Text f

AutoCAD SHX Text γ

AutoCAD SHX Text

AutoCAD SHX Text 12.5

AutoCAD SHX Text 19.8

AutoCAD SHX Text c'

AutoCAD SHX Text f

AutoCAD SHX Text γ

AutoCAD SHX Text

AutoCAD SHX Text 19.6

AutoCAD SHX Text c'

AutoCAD SHX Text f

AutoCAD SHX Text γ

AutoCAD SHX Text

AutoCAD SHX Text 19.1

AutoCAD SHX Text c'

AutoCAD SHX Text f

AutoCAD SHX Text γ

AutoCAD SHX Text I p

AutoCAD SHX Text I c

AutoCAD SHX Text

AutoCAD SHX Text 19.6

AutoCAD SHX Text

AutoCAD SHX Text 1.26

AutoCAD SHX Text

AutoCAD SHX Text c' r

AutoCAD SHX Text f

AutoCAD SHX Text γ

AutoCAD SHX Text I p

AutoCAD SHX Text I c

AutoCAD SHX Text ' r

AutoCAD SHX Text

AutoCAD SHX Text 19.8

AutoCAD SHX Text

AutoCAD SHX Text 1.31

AutoCAD SHX Text c'

AutoCAD SHX Text f

AutoCAD SHX Text γ

AutoCAD SHX Text

AutoCAD SHX Text 17.5

AutoCAD SHX Text

AutoCAD SHX Text c'

AutoCAD SHX Text f

AutoCAD SHX Text γ

AutoCAD SHX Text

AutoCAD SHX Text 12.5

AutoCAD SHX Text 19.8

AutoCAD SHX Text c'

AutoCAD SHX Text f

AutoCAD SHX Text γ

AutoCAD SHX Text

AutoCAD SHX Text 19.6

AutoCAD SHX Text c'

AutoCAD SHX Text f

AutoCAD SHX Text γ

AutoCAD SHX Text

AutoCAD SHX Text 19.1

AutoCAD SHX Text c'

AutoCAD SHX Text f

AutoCAD SHX Text γ

AutoCAD SHX Text I p

AutoCAD SHX Text I c

AutoCAD SHX Text

AutoCAD SHX Text 19.6

AutoCAD SHX Text

AutoCAD SHX Text 1.26

AutoCAD SHX Text (Seal)

AutoCAD SHX Text

ENGINEERING-GEOLOGICAL

AutoCAD SHX Text

CROSS_SECTIONS

AutoCAD SHX Text

SITE_CONSERVATION

AutoCAD SHX Text S_003

AutoCAD SHX Text

A-E_SERVICES_CMR_

AutoCAD SHX Text

DEMOLITION_&_CONSTRUCTION_

AutoCAD SHX Text

BOSNIA&HERZEGOVINA

Korisnik Placed Image

31 | P a g e d a t e 2 0 2 2 / 0 3

Broj projekta: 210063 Broj protokola: 648/21

Mustafe Bajića 19 telefon: 033/862-002 fax: 033/425-021 e-mail: geolab@bih.net.ba

Američka ambasada

Sarajevo,

20. avgust 2021.

Direktor:

Pridat

Sadrži

P P

- određivanje direktnog smicanja – BAS EN ISO 17892-10:2020

1 + 11 stranica

Kraj opita: Početak opita: 17.08.2021 rukovodilac laboratorije

Izvještaj izdan: 20.08.2021

Izvođenje opita:

Rezultati opita se odnose samo na opitne predmete koji su navedeni gore i ni u jednom slučaju ne zamjenjuju odluku upravnog ili drugog karaktera. Bez pismenog odobrenja od strane laboratorije koja je vršila opite, protokol se može reprodukovat samo čitav.

19.08.2021

Predmet opita:

Prijem uzorka:

Datum prijema:

Uzimanje uzorka (in situ):

- određivanje zapreminske mase – BAS EN ISO 17892-2:2016

- određivanje sadržaja vode – BAS EN ISO 17892-1:2016

Datum uzimanja:

- određivanje granica konzistencije – BAS EN ISO 17892-12:2019

Izvršilac uzimanja:

16.08.2021

Izvršeni opiti:

Broj uzoraka:

11-12.08.2021 Safet Mutapčija, BA.ing.geol.

Evidencijski broj uzorka : 22059-22064 uzorak tla

Telefon: + 387 33 425 020, Fax: + 387 33 425 021, E-mail: geolab@bih.net.ba

IZVJEŠTAJ O ISPITIVANJU

akreditovano u Institutu za akreditiranje Bosne i Hercegovine BATA pod brojem LI-70-01

Broj: 648/21

Naručilac: Winner Project d.o.o. Sarajevo, Zmaja od Bosne 47A

Broj projekta:

Mustafe Bajića 19, Sarajevo 71000, Bosna i Hercegovina, ID broj: 4201594130006 Laboratorija za ispitivanje fizičkih i mehaničkih parametara tla i stijena - monitoring

Za ispravnost odgovara: Nermin Kadrić, dipl.ing.geol.

Američka ambasada

210063

Naziv projekta:

NAZIV PROJEKTA : Američka ambasada GEOlab Sarajevo

BROJ PROJEKTA :

DATUM :

Rezultati laboratorijskih opita - protokol br. 648/21 P tabela br. 1 redni broj 1 2 3 4 5 6 7 8 9 10 broj uzorka / klasa 22059/2 22060/2 22061/2 22062/2 22063/2 22064/2 - - - -sonda B-1 B-1 B-2 B-2 B-3 B-3 - - - -dubina m 3.4-3.8 4.4-4.8 2.5-2.9 7.0-7.4 2.5-2.9 6.5-6.9 - - - -

P određivanje vlažnosti

BAS EN ISO 17892-1:2016 w % 13.5 16.2 19.7 19.0 12.9 23.3 - - - -određivanje granica konzistencije - granica tečenja w L % 53 - - - 49 - - - - -

BAS EN ISO 17892-12:2019

određivanje granica konzistencije - granica plastičnost w P % 23 - - - 20 - - - - -

BAS EN ISO 17892-12:2019

indeks plastičnosti I P % 30 - - - 29 - - - - -stepen konzistencije I C 1 1.31 - - - 1.26 - - - - -udio zrna > 0,5 mm % P određivanje zapreminske mase

BAS EN ISO 17892-2:2016 1.98 2.00 1.95 1.98 1.96 1.91 - - - -

zapreminska masa suha d Mg.m-3 1.74 1.72 1.63 1.66 1.74 1.55 - - - -

#REF!

direktno smicanje tla-ef. param. c` kPa 20 19 14 39 18 30 - - - -

BAS EN ISO 17892-10:2020 ` o 12.0 17.5 12.5 26.0 21.0 26.0 - - - -direktno smicanje tla-rez. param. c` R kPa 14 - - - - - - - - -

BAS CEN ISO/TS 17892-10:2009 ` R

o 11.0 - - - - - - - - -

*metoda nije akreditovana Obradio: Nermin Kadrić, dipl.inž.geol.

Proširena mjerna nesigurnost:

vlažnost - 0,4%, granica tečenja - 1,6%, granica plastičnosti - 1,5%, zapreminska masa vlažnog tla - 0,01 Mgm-3, direktno smicanje: tauf - 1kPa, sig - 4kPa, Navedene proširene mjerne nesigurnosti su proizvod standardne mjerne nesigurnosti i proširenog koeficijenta k = 2, koji za normalnu distribuciju odgovara sa 95 % vjerovatnosti pokrivanja. Nesigurnost ne uključuje način uzimanja i nehomogenosti uzorka.

Standardna nesigurnost je određena u skladu sa dokumentom EA 4/02.

Laboratorija za mehaniku tla i mehaniku stijena

08/2021

210063

Mg.m-3

Protokol broj: 648/21______________________________________________________________________________________________________Stranica broj: 2/12

GEOLAB d.o.o., laboratorija za ispitivanje fizičkih i mehaničkih parametara tla i stijena-monitoring, ul. Mustafe Bajića 19 Sarajevo

Određivanje granica konzistencije tla na osnovu BAS EN ISO 17892-12:2019

Naziv projekta: Američka ambasada Broj projekta: 210063 Broj uzorka:

Datum: 08/2021 Dubina: 3,40-3,80

Bilješka:

22059 B-1 opitano na materijalu < 0,4 mm

Granice tečnosti - šiljak (80g/30o) - wL Granice plastičnosti - wP

Broj posude 1 2 3 4 5 6 Vlažno tlo + posuda (g) 46,16 41,19 47,78 43,29 35,91 35,38 Suho tlo + posuda (g) 39,14 35,83 39,97 36,85 33,97 33,55 Posuda (g) 25,07 25,40 25,44 25,62 25,41 25,57 Vlažnost (%) 49,89 51,39 53,75 57,35 22,66 22,93 Penetracija šiljka (mm) 15,14 18,89 21,19 25,59 0 0 Uključiti tačku 1 1 1 1 1 1 wL = 53,2% w = 13,5% wP = 22,8% IC = 1,31

IP = 30,4% IL = -0,31

10 20 30 40

Penetracija šiljka (mm)

Vl až no st u m as e su he m at

Obradio (analizirao): Nermin Kadrić, dipl. ing. geol.

GEOlab Sarajevo Laboratorija mehanike tla

Protokol broj: 648/21______________________________________________________________________________________________________Stranica broj: 3/12

GEOLAB d.o.o., laboratorija za ispitivanje fizičkih i mehaničkih parametara tla i stijena-monitoring, ul. Mustafe Bajića 19 Sarajevo

Određivanje granica konzistencije tla na osnovu BAS EN ISO 17892-12:2019

Naziv projekta: Američka ambasada Broj projekta: 210063 Broj uzorka:

Datum: 08/2021 Dubina: 2,50-2,85

Bilješka:

22063 B-3 opitano na materijalu < 0,4 mm

Granice tečnosti - šiljak (80g/30o) - wL Granice plastičnosti - wP

Broj posude 1 2 3 4 5 6 Vlažno tlo + posuda (g) 43,70 47,87 44,76 45,34 35,40 35,98 Suho tlo + posuda (g) 38,27 40,44 38,21 38,51 33,73 34,23 Posuda (g) 25,62 25,40 25,33 25,45 25,58 25,50 Vlažnost (%) 42,92 49,40 50,85 52,30 20,49 20,05 Penetracija šiljka (mm) 14,20 18,95 22,11 24,95 0 0 Uključiti tačku 1 1 1 1 1 1 wL = 49,2% w = 12,9% wP = 20,3% IC = 1,25

IP = 28,9% IL = -0,25

10 20 30 40

Penetracija šiljka (mm)

Vl až no st u m as e su he m at

Obradio (analizirao): Nermin Kadrić, dipl. ing. geol.

GEOlab Sarajevo Laboratorija mehanike tla

Protokol broj: 648/21______________________________________________________________________________________________________Stranica broj: 4/12

GEOLAB d.o.o., laboratorija za ispitivanje fizičkih i mehaničkih parametara tla i stijena-monitoring, ul. Mustafe Bajića 19 Sarajevo

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[k P a]

05010 c ' ' kP a

2, di la ta ci ja ko nt ra kc ija l [m m

[m m

] 1

0, 0, -0 ,1

-0 ,2

-0 ,3

-0 ,4

Protokol broj: 648/21______________________________________________________________________________________________________Stranica broj: 5/12

GEOLAB d.o.o., laboratorija za ispitivanje fizičkih i mehaničkih parametara tla i stijena-monitoring, ul. Mustafe Bajića 19 Sarajevo

K T

N O

G S

A N

na o sn ov u

B A

S E

-1 0:

G E

O la b S ar aj ev o

La bo ra to rij a m eh an ik e tla

O br ad io

: N er m in

K ad rić , d ip l.i ng .g eo l.

N az iv p ro je kt a

U zo ra k

A m er ič ka a m ba sa da

B ro j p ro je kt a S on da

-1

D at um D ub in a

3, -3

B ilj eš ka dr en ira ni i ko ns ol id ov an i s at ur ira ni te st

O pi s uz or ka la po ro vi ta g lin a re zi du al no s m ic an je

I-ci kl us

B rz in a de fo rm ac ije : 0

,0 m m

D d s r

1, M gm

2, M gm

,0 m m

-3 -3

-3

S re dn ja v rij ed no st fi zi čk ih p ar am et ar a pr ije op ita po o pi tu m

[k P a]

05010 f [k

P a]

[k P a] [m m

0, f [k

P a]

[k P a] [m m f [k

P a]

[k P a] [m m

P a]

[k P a]

05010 c ' ' kP a

1, di la ta ci ja ko nt ra kc l [m m

[m m

0, 0, -0 ,1

-0 ,2

-0 ,3

Protokol broj: 648/21______________________________________________________________________________________________________Stranica broj: 6/12

GEOLAB d.o.o., laboratorija za ispitivanje fizičkih i mehaničkih parametara tla i stijena-monitoring, ul. Mustafe Bajića 19 Sarajevo

K T

N O

G S

A N

na o sn ov u

B A

S E

-1 0:

G E

O la b S ar aj ev o

La bo ra to rij a m eh an ik e tla

O br ad io

: N er m in

K ad rić , d ip l.i ng .g eo l.

N az iv p ro je kt a

U zo ra k

A m er ič ka a m ba sa da

B ro j p ro je kt a S on da

-1

D at um D ub in a

4, -4

B ilj eš ka dr en ira ni i ko ns ol id ov an i s at ur ira ni te st

O pi s uz or ka la po ro vi ta g lin a

B rz in a de fo rm ac ije : 0

,0 m m

D d s r

2, M gm

1, M gm

2, M gm

,0 m m

-3 -3

-3

S re dn ja v rij ed no st fi zi čk ih p ar am et ar a pr ije op ita po o pi tu m

[k P a]

05010 f [k

P a]

[k P a] [m m f [k

P a]

[k P a] [m m

2, f [k

P a]

[k P a] [m m

P a]

[k P a]

05010 c ' ' kP a

7, di la ta ci ja ko nt ra kc l [m m

[m m

] 1

0, 0, -0 ,1

-0 ,2

Protokol broj: 648/21______________________________________________________________________________________________________Stranica broj: 7/12

GEOLAB d.o.o., laboratorija za ispitivanje fizičkih i mehaničkih parametara tla i stijena-monitoring, ul. Mustafe Bajića 19 Sarajevo

K T

N O

G S

A N

na o sn ov u

B A

S E

-1 0:

G E

O la b S ar aj ev o

La bo ra to rij a m eh an ik e tla

O br ad io

: N er m in

K ad rić , d ip l.i ng .g eo l.

N az iv p ro je kt a

U zo ra k

A m er ič ka a m ba sa da

B ro j p ro je kt a S on da

-2

D at um D ub in a

2, -2

B ilj eš ka dr en ira ni i ko ns ol id ov an i s at ur ira ni te st

O pi s uz or ka si vo sm eđ a gl in a sa s itn oz rn om d ro bi no m i m je st im ič no m p oj av om o rg an sk e m at er ije

B rz in a de fo rm ac ije : 0

,0 m m

D d s r

1, M gm

2, M gm

,0 m m

-3 -3

-3

S re dn ja v rij ed no st fi zi čk ih p ar am et ar a pr ije op ita po o pi tu m

[k P a]

05010 f [k

P a]

[k P a] [m m f [k

P a]

[k P a] [m m f [k

P a]

[k P a] [m m

P a]

[k P a]

05010 c ' ' kP a

2, di la ta ci ja ko nt ra kc l [m m

[m m

] 1

0, 0, -0 ,1

-0 ,2

-0 ,3

-0 ,4

Protokol broj: 648/21______________________________________________________________________________________________________Stranica broj: 8/12

GEOLAB d.o.o., laboratorija za ispitivanje fizičkih i mehaničkih parametara tla i stijena-monitoring, ul. Mustafe Bajića 19 Sarajevo

K T

N O

G S

A N

na o sn ov u

B A

S E

-1 0:

G E

O la b S ar aj ev o

La bo ra to rij a m eh an ik e tla

O br ad io

: N er m in

K ad rić , d ip l.i ng .g eo l.

N az iv p ro je kt a

U zo ra k

A m er ič ka A m ba sa da

B ro j p ro je kt a S on da

-2

D at um D ub in a

7, -7

B ilj eš ka dr en ira ni i ko ns ol id ov an i s at ur ira ni te st

O pi s uz or ka si vi la po r

B rz in a de fo rm ac ije : 0

,0 m m

D d s r

1, M gm

2, M gm

,0 m m

-3 -3

-3

S re dn ja v rij ed no st fi zi čk ih p ar am et ar a pr ije op ita po o pi tu m

[k P a] f [k

P a]

[k P a] [m m f [k

P a]

[k P a] [m m f [k

P a]

[k P a] [m m

P a]

[k P a] c ' ' kP a

6, di la ta ci ja ko nt ra kc l [m m

[m m

] 1

0, 0, -0 ,2

-0 ,4

-0 ,6

-0 ,8

-1 ,0

-1 ,2

-1 ,4

Protokol broj: 648/21______________________________________________________________________________________________________Stranica broj: 9/12

GEOLAB d.o.o., laboratorija za ispitivanje fizičkih i mehaničkih parametara tla i stijena-monitoring, ul. Mustafe Bajića 19 Sarajevo

K T

N O

G S

A N

na o sn ov u

B A

S E

-1 0:

G E

O la b S ar aj ev o

La bo ra to rij a m eh an ik e tla

O br ad io

: N er m in

K ad rić , d ip l.i ng .g eo l.

N az iv p ro je kt a

U zo ra k

A m er ič ka a m ba sa da

B ro j p ro je kt a S on da

-3

D at um D ub in a

2, -2

B ilj eš ka dr en ira ni i ko ns ol id ov an i s at ur ira ni te st

O pi s uz or ka la po ro vi ta g lin a

B rz in a de fo rm ac ije : 0

,0 m m

D d s r

1, M gm

2, M gm

,0 m m

-3 -3

-3

S re dn ja v rij ed no st fi zi čk ih p ar am et ar a pr ije op ita po o pi tu m

[k P a] f [k

P a]

[k P a] [m m f [k

P a]

[k P a] [m m f [k

P a]

[k P a] [m m

P a]

[k P a] c ' ' kP a

1, di la ta ci ja ko nt ra kc l [m m

[m m

] 1

0, 0, -0 ,1

-0 ,2

-0 ,3

-0 ,4

-0 ,5

Protokol broj: 648/21______________________________________________________________________________________________________Stranica broj: 10/12

GEOLAB d.o.o., laboratorija za ispitivanje fizičkih i mehaničkih parametara tla i stijena-monitoring, ul. Mustafe Bajića 19 Sarajevo

K T

N O

G S

A N

na o sn ov u

B A

S E

-1 0:

G E

O la b S ar aj ev o

La bo ra to rij a m eh an ik e tla

O br ad io

: N er m in

K ad rić , d ip l.i ng .g eo l.

N az iv p ro je kt a

U zo ra k

A m er ič ka a m ba sa da

B ro j p ro je kt a S on da

-3

D at um D ub in a

6, -6

B ilj eš ka dr en ira ni i ko ns ol id ov an i s at ur ira ni te st

O pi s uz or ka si vi la po r

B rz in a de fo rm ac ije : 0

,0 m m

D d s r

1, M gm

2, M gm

,0 m m

-3 -3

-3

S re dn ja v rij ed no st fi zi čk ih p ar am et ar a pr ije op ita po o pi tu m

[k P a] f [k

P a]

[k P a] [m m

3, f [k

P a]

[k P a] [m m

3, f [k

P a]

[k P a] [m m

P a]

[k P a] c ' ' kP a

6, di la ta ci ja ko nt ra kc l [m m

[m m

] 1

0, 0, -0 ,2

-0 ,4

-0 ,6

-0 ,8

-1 ,0

Protokol broj: 648/21______________________________________________________________________________________________________Stranica broj: 11/12

GEOLAB d.o.o., laboratorija za ispitivanje fizičkih i mehaničkih parametara tla i stijena-monitoring, ul. Mustafe Bajića 19 Sarajevo

GEOlab Sarajevo Laboratorija mehanike tla

Računa se kao razlika granice tečenja i prirodne vlažnosti u omjeru prema indeksu plastičnosti.

Metodika određivanja odgovara BAS EN ISO 17892-12:2019

Metodika određivanja odgovara BAS EN ISO 17892-2.

• granica tečnosti - w L podrazumijeva vlažnost tokom koje tlo prelazi iz tečnog u plastično stanje.

Ova vrijednost se određuje metodom šiljka (šiljak 80g/30o), s time što se iz probnog uzorka u prirodnom stanju izbacuju zrna veća od 0,4 mm prosijavanjem preko sita. Izražava se u %.

METODIKA LABORATORIJSKIH ISPITIVANJA

predstavlja omjer mase vode u tlu prema masi isušenog tla, navodi se u procentima (%).

Navedena vrijednost odgovara metodici na osnovu BAS EN ISO 17892-1 - uzorak koji reprezentira cjelinu standardno se suši pri temperaturi 100±5°C na ustaljenu masu.

VLAŽNOST ( w )

GRANICE KONZISTENCIJE ( w L ,w P , I P , I C )

FIZIČKE KARAKTERISTIKE

• gr. plastičnosti - w P podrazumijeva vlažnost pri čemu je tlo toliko isušeno da gubi svoju plastičnost.

Njena vrijednost nakon uklanjanja zrna iznad 0,4 mm se određuje kao aritmetički prosjek na osnovu dva istovremena opita. Tokom vršenja opita nije upotrijebljen apsorpcijski papir. Izražava se u %.

• indeks plastičnosti - I P = w L – w P je veličina intervala vlažnosti u kojoj tlo ostaje plastično.

Računa se kao razlika obje granične vrijednosti (na granici tečenja i plastičnosti).

• nivo konzistencije - I C = (w L – w)/ I P karakterizira konzistenciju tla u promiješanom stanju sa prirodnom vlažnošću.

ZAPREMINSKA MASA (SUHE MATERIJE) ( d )

Određivanje zapreminske mase se vrši metodom utiskivanja tla u prsten poznate zapremine. Vrijednost suhe zapreminske mase se određuje proračunom na osnovu poznate vlažnost (w) iz formule: d = /( 1+ w ).

Snaga smicanja je određena na uzorcima dimenzija od 100 i 60 mm prečnika i 23 mm visine, koji se odnosi na povećanje horizontalnog pritiska smicanja u direktnom smičućem aparatu. Svaki od tri uzorka su konsolidovane različitim, prije podešenim normalnim pritiskom. Poslije konsolidacije, smicanje se pušta pri konstantnoj brzini. Kurs i rezultati testa su dokumentovani u Grafičkom prilogu. U radnom dijagramu, označene su tačke vrijednosti maksimuma smičućeg pritiska uzorka. Metodologija deformacije je prema BAS EN ISO 17892-10.

Predstavlja određivanje efektivne snage smicanja pod prijepodešenom normalnom pritsku u uglavnom vodom zasićenom testnom uzorku iz neporemećenog ili poremećenog tla preko smicanja u dreniranim uslovima pri takvoj brzini da rast pritiska može biti disperzovan dreniranjem tako da efektivni pritisci budu jednaki onim ukupnim.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 16, 2022.