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1 Royal Boskalis Westminster nv CEDA Conference on Dredging and Reclamation Dredging and Sustainability: How wide is the Gulf? Geotechnical Specifications: a delicate balance between desirability and availability by Art Nooy v.d. Kolff

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Page 1: Geotechnical Specifications: a delicate balance between ...€¦ · Contract Management for Land Reclamation 20 Case history Doha Airport (2): minimum cone resistance 9 MPa, increasing

11Royal Boskalis Westminster nv

CEDA Conference on Dredging and Reclamation

Dredging and Sustainability:How wide is the Gulf?

Geotechnical Specifications:

a delicate balance between desirability and availability

by

Art Nooy v.d. Kolff

Page 2: Geotechnical Specifications: a delicate balance between ...€¦ · Contract Management for Land Reclamation 20 Case history Doha Airport (2): minimum cone resistance 9 MPa, increasing

Contract Management for Land Reclamation 2

Specifications/conditions::

maximum speed 300 km/hrmaximum speed 300 km/hr

maximum COmaximum CO22 emission 50 g/kmemission 50 g/km

colour car: blackcolour car: black

delivery 1 month after award of contractdelivery 1 month after award of contract

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 20082

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Contract Management for Land Reclamation 3

Different offers::

1.1. No offer: No offer:

cannot meet specifications/conditionscannot meet specifications/conditions

2.2. Conditional offer:Conditional offer:

red car painted black, maximum speed 250 km/hr, red car painted black, maximum speed 250 km/hr,

200 trees to be planted, reasonable price200 trees to be planted, reasonable price

3.3. Conforming offer:Conforming offer:

all conditions can be met, very high priceall conditions can be met, very high price

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 20083

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Contract Management for Land Reclamation 4

FRUSTRATION

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 20084

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Contract Management for Land Reclamation 5

Content::

Introduction

Design process and Technical Specifications

Case history Doha Airport

Concluding remarks

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 20085

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Contract Management for Land Reclamation 6

Content::

Introduction

Design process and Technical Specifications

Case history Doha Airport

Concluding remarks

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 20086

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Contract Management for Land Reclamation 7

Design process (1)

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 20087

structural requirements:

-required elevation of runways

-bearing loads of foundations

-allowable deformation of buildings

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Contract Management for Land Reclamation 8

Design process (1)

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 20087

structural requirements

desired properties fill mass:

-strength of fill mass

-stiffness of fill mass

-(density of fill mass)

-(permeability of fill mass)

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Contract Management for Land Reclamation 9

Design process (1)

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 20087

structural requirements

desired properties fill mass

boundary conditions:

-nature existing subsoil

-quality and quantity of fill available

-natural hazards (earthquakes)

-environmental restrictions

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Contract Management for Land Reclamation 10

Design process (1)

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 20087

structural requirements

desired properties fill mass

boundary conditions

construction method:-equipment

-organisation of fill area

-soil improvement

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Contract Management for Land Reclamation 11

Design process (1)

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 20087

structural requirements

desired properties fill mass

boundary conditions

construction method

feasible ?no

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Contract Management for Land Reclamation 12

Design process (1)

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 20087

structural requirements

desired properties fill mass

Technical Specifications

boundary conditions

construction method

feasible ?yesno

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Contract Management for Land Reclamation 13

grading (envelope, fines content)

plasticity

no organic or other deleterious materials

Technical Specifications (1)Fill material

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 20088

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Contract Management for Land Reclamation 14

relative density (in-situ density, minimum/maximum

dry density, cone resistance)

Technical Specifications (2)Fill mass

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 20089

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Contract Management for Land Reclamation 15

Relative density

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 200810

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relative density (in-situ density, minimum/maximum

dry density, cone penetration test)

relative compaction (moisture-density relationship, in-

situ density)

bearing capacity and compressibility (cone penetration

test, ..

Technical Specifications (2)Fill mass

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 200811

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Contract Management for Land Reclamation 17

strip foundation square footing

Reduction of stress increase below foundations

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 200812

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relative density (in-situ density, minimum/maximum

dry density, cone penetration test)

relative compaction (moisture-density relationship, in-

situ density)

bearing capacity and compressibility (cone penetration

test, plate bearing test, zone load test)

Technical Specifications (2)Fill mass

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 200813

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Contract Management for Land Reclamation 19

Case history Doha Airport (1):

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 200814

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Contract Management for Land Reclamation 20

Case history Doha Airport (2):

minimum cone resistance 9 MPa, increasing with

depth

minimum relative compaction all fill above MSL

95% MDD (modified Proctor)

maximum settlement 25 mm at 150 kPa on plate

of 3 * 3 m, maximum load 187.5 kPa (zone load

test)

Specifications problem: specifications fill mass

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 200815

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Contract Management for Land Reclamation 21

Case history Doha Airport (3):

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 200816

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Contract Management for Land Reclamation 22

Case history Doha Airport (4):

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 200817

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Contract Management for Land Reclamation 23

Case history Doha Airport (5):

various tests measuring the same property

undesirable

specifications were written without considering the

quality of the fill available

tests that measure the required properties directly

are preferable

do not ‘overspecify’

Specifications problem: concluding remarks

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 200818

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Contract Management for Land Reclamation 24

Final remarks (1)::Specifications must be result of rational design process

Site investigation borrow area in design phase

Specifications should be based on a feasible design

Specifications must be

- realistic

- relevant

- univocal

- achievable

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 200819

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Contract Management for Land Reclamation 25

Final remarks (3)::

Design Manual Hydraulic Fills by clients, consultants

and contractors under supervision of the CUR/CIRIA

([email protected])

at present participating:

Port of Rotterdam, RWS,

DHV, Witteveen & Bos, Arcadis, Deltares (GeoDelft),

Fugro

van Oord, Jan de Nul, DI, Boskalis

CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 200821

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Contract Management for Land Reclamation 26CEDA Conference: Dredging and Sustainability, Doha (Qatar), 6-7 May 200822