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THIRTYFIVE YEARS OF THIRTYFIVE YEARS OF APPLICATION OF APPLICATION - - PowerPoint PPT Presentation

THIRTYFIVE YEARS OF THIRTYFIVE YEARS OF APPLICATION OF APPLICATION OF MICROPILES IN AUSTRIA MICROPILES IN AUSTRIA Manfred FROSS Manfred FROSS Dipl.- -Ing. Ing. Dr.techn Dr.techn., ., Ass.Prof.i.R Ass.Prof.i.R. . Dipl. Geotechnical


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  • M. Fross: 35 years of

application of micropiles in Austria IWM 2006 - Schrobenhausen, Germany May 3-7, 2006 1

THIRTYFIVE YEARS OF THIRTYFIVE YEARS OF APPLICATION OF APPLICATION OF MICROPILES IN AUSTRIA MICROPILES IN AUSTRIA

Manfred FROSS Manfred FROSS Dipl. Dipl.-

  • Ing.
  • Ing. Dr.techn

Dr.techn., ., Ass.Prof.i.R Ass.Prof.i.R. . Geotechnical Geotechnical Consultant Consultant Vienna Vienna, , Austria Austria

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  • M. Fross: 35 years of

application of micropiles in Austria 2 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

CONTENTS CONTENTS

  • Introduction

Introduction

  • Types

Types of

  • f micropiles

micropiles used used in in Austria Austria, ,

  • 8

8 examples examples of

  • f applications

applications of

  • f micropiles

micropiles in in Austria Austria between between 1971 and 2005 1971 and 2005

  • Activities

Activities in in Austria Austria to to promote promote the the use use of

  • f

micropiles micropiles

  • Closing

Closing remarks remarks

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  • M. Fross: 35 years of

application of micropiles in Austria 3 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Types Types of

  • f

micropiles micropiles used used in in Austria Austria in in the the period period first first from from 1971 1971 until until about about 1980 1980

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  • M. Fross: 35 years of

application of micropiles in Austria 4 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

8 8 examples examples of

  • f application

application of

  • f

micropiles micropiles in in Austria Austria 1971 1971 -

  • 2005

2005

1) 1) Kläranalage Kläranalage GÜSSING/Burgenland 1971/72 GÜSSING/Burgenland 1971/72 2) ÖBB 2) ÖBB-

  • Brücke Südtirolerplatz

Brücke Südtirolerplatz – –U 1/ U 1/Vienna Vienna 1972/73 1972/73 3) Haus REISCH Schwarzsee bei KITZBÜHEL/ 3) Haus REISCH Schwarzsee bei KITZBÜHEL/Tyrol Tyrol 1974/75 1974/75 4) Halle DONAUPLASTIK 4) Halle DONAUPLASTIK Auhof Auhof/ /Vienna Vienna 1976/77 1976/77 5) Freibad WILDSCHÖNAU/ 5) Freibad WILDSCHÖNAU/Tyrol Tyrol 1979/80 1979/80 6) Waldsiedlung BISAMBERG/ 6) Waldsiedlung BISAMBERG/Lower Lower Austria Austria 1992/94 1992/94 7) Kurzentrum BAD SAUERBRUNN/Burgenland 2001/02 7) Kurzentrum BAD SAUERBRUNN/Burgenland 2001/02 8) Tunnel RANNERSDORF S 1/ 8) Tunnel RANNERSDORF S 1/Lower Lower Austria Austria 2004/05 2004/05 Examples Examples 1 to 3: Type “Wurzelpfahl“, 1 to 3: Type “Wurzelpfahl“, examples examples 4 to 6: Type 4 to 6: Type GEWI GEWI-

  • piles

piles, , Example Example 7: 7: type type DUKTIl DUKTIl-

  • piles

piles, , example example 8: 8: GEWI GEWI-

  • tension

tension-

  • piles

piles. .

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  • M. Fross: 35 years of

application of micropiles in Austria 5 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

EXAMPLE No. 1 EXAMPLE No. 1

  • A

A new new sewage sewage tank of Kläranlage tank of Kläranlage GÜSSING/Burgenland (10 m GÜSSING/Burgenland (10 m diameter diameter, 13 m high) , 13 m high) was was built built without without any any soil soil investigation investigation, , founded founded on a

  • n a

spread spread foundation foundation ( (slab slab). ).

  • After a

After a first first test test filling filling with with water water an an inclination inclination with with a a differential differential settlement settlement of 25 cm

  • f 25 cm occured
  • ccured.

.

  • Supplementary

Supplementary investigation investigation borings borings showed showed a a layer layer of

  • f

peat peat in in one

  • ne borehole

borehole in a in a depth depth of 7 m to 8 m.

  • f 7 m to 8 m.
  • Rehabilitation (

Rehabilitation (underpinning underpinning) was ) was performed performed by by 16 16 micropiles micropiles ( (type type Wurzelpfahl), Wurzelpfahl), the the first first application application of

  • f

micropiles micropiles in in Austria Austria, , execution execution in in winter winter 1972. 1972.

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  • M. Fross: 35 years of

application of micropiles in Austria 6 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Section Section through through the the sewage sewage tank tank with with differntial differntial settlements settlements of 25 cm

  • f 25 cm
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SLIDE 7
  • M. Fross: 35 years of

application of micropiles in Austria 7 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Results Results of 2

  • f 2

supplementary supplementary borings borings

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SLIDE 8
  • M. Fross: 35 years of

application of micropiles in Austria 8 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Rehabilitation of Rehabilitation of the the sewage sewage tank tank with with 16 16 micropiles micropiles ( (type type „Wurzelpfahl“) „Wurzelpfahl“)

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  • M. Fross: 35 years of

application of micropiles in Austria 9 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

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  • M. Fross: 35 years of

application of micropiles in Austria 10 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

EXAMPLE No. 2 EXAMPLE No. 2

  • The

The footings footings of a

  • f a railway

railway bridge bridge in VIENNA in VIENNA close close to „Südbahnhof“ to „Südbahnhof“ were were strengthened strengthened by by micropiles micropiles ( (type type Wurzelpfahl) Wurzelpfahl) prior prior to to tunneling tunneling works works of

  • f

Vienna Vienna metro metro line line U 1 ( U 1 (tunnel tunnel construction construction of

  • f the

the 2 2 tubes tubes with with BADE BADE shield shield machine machine) in 1972/73. ) in 1972/73.

  • It

It was was the the first first application application of

  • f micropiles

micropiles for for a a public public building building in a in a cooperation cooperation of

  • f the

the building building authorities authorities of

  • f Vienna

Vienna with with Austrian Austrian railways railways (ÖBB). (ÖBB).

  • Displacements

Displacements during during piling piling and and tunneling tunneling works works were were only

  • nly 4 mm to 7 mm.

4 mm to 7 mm.

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application of micropiles in Austria 11 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Cross Cross section section through through the the railway railway bridge bridge and and the the metro metro tunnels tunnels of U 1

  • f U 1

Time Time – –settlement settlement behaviour behaviour during during piling piling and and tunneling tunneling works works

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application of micropiles in Austria 12 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

EXAMPLE No. 3 EXAMPLE No. 3

  • A

A new new house house (double (double bungalow bungalow) ) near near KITZBÜHEL/ KITZBÜHEL/Tyrol Tyrol close close to to lake lake SCHWARZSEE SCHWARZSEE built built 1974 was 1974 was founded founded on a

  • n a spread

spread foundation foundation ( (reinforced reinforced concrete concrete slab slab d = 30 cm) on a d = 30 cm) on a compacted compacted fill fill of

  • f coarse

coarse material. No

  • material. No soil

soil investigations investigations were were done done. .

  • Just

Just before before finishing finishing this this house house differential differential settlements settlements

  • f
  • f about

about 35 cm (!) 35 cm (!) occured

  • ccured.

.

  • Supplementary

Supplementary soil soil investigation investigation showed showed a a lense lense-

  • like

like layer layer of

  • f very

very soft soft peat peat between between a a depth depth of 3 m to 5 m.

  • f 3 m to 5 m.
  • Rehabilitation (

Rehabilitation (underpinning underpinning ) was ) was performed performed 1975 1975 by by 21 21 micropiles micropiles ( (type type Wurzelpfahl), Wurzelpfahl), bored bored through through the the foundation foundation slab slab. .

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application of micropiles in Austria 13 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

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  • M. Fross: 35 years of

application of micropiles in Austria 14 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Time Time-

  • dependant

dependant settlement settlement-

  • behaviour

behaviour

  • f
  • f the

the building building before before and and after after the the underpinning underpinning with with micropiles micropiles

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  • M. Fross: 35 years of

application of micropiles in Austria 15 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

EXAMPLE No. 4 EXAMPLE No. 4

  • An

An new new industrial industrial building building in in Vienna Vienna ( (prefabricated prefabricated reinforced reinforced concrete concrete elements elements) ) founded founded on

  • n rather

rather small small single single footings footings showed showed differential differential settlements settlements already already during during construction construction work work. .

  • A

A loose loose fill fill of

  • f course

course soil soil material ( material (sandy sandy gravel gravel) was ) was not not recognized recognized as a as a fill fill because because of

  • f insufficient

insufficient in in-

  • situ

situ soil soil investigation investigation. .

  • Rehabilitation (

Rehabilitation (underpinning underpinning) was ) was performed performed by by micropiles micropiles 1976/77. 1976/77. It It was was the the first first application application of

  • f the

the type type GEWI GEWI-

  • pile

pile in in Austria Austria. .

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  • M. Fross: 35 years of

application of micropiles in Austria 16 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

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application of micropiles in Austria 17 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Equipment Equipment for for the the installation installation of

  • f the

the GEWI GEWI-

  • piles

piles in in 1976/77 1976/77

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  • M. Fross: 35 years of

application of micropiles in Austria 18 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

EXAMPLE No. 5 EXAMPLE No. 5

  • Freischwimmbad WILDSCHÖNAU/

Freischwimmbad WILDSCHÖNAU/Tyrol Tyrol built built 1978/79 1978/79 without without any any soil soil investigation investigation on

  • n spread

spread footings footings only

  • nly with

with an an exchange exchange of

  • f the

the upper upper soil soil layers layers against against a a very very coarse coarse fill fill of

  • f crushed

crushed rock material. rock material.

  • 2

2 swimming swimming pools pools showed showed differential differential settlements settlements of

  • f

more more 25 and 30 cm , a 25 and 30 cm , a restaurant restaurant building building about about 18 cm. 18 cm.

  • Supplementary

Supplementary investigation investigation borings borings showed showed layers layers of

  • f

peat peat to a to a depth depth of 12 m

  • f 12 m below

below the the surface surface. .

  • Rehabilitation of

Rehabilitation of the the swimming swimming pools pools ( (stainless stainless steel steel) ) was was performed performed by by driven driven precast precast reinforced reinforced concrete concrete piles piles, , rehabilitation rehabilitation ( (underpinning underpinning) of ) of the the restaurant restaurant building building was was performed performed by by micropiles micropiles ( (type type GEWI GEWI-

  • pile

pile with with double double corrosion corrosion protection protection) in ) in winter winter 1979/80. 1979/80.

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application of micropiles in Austria 19 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

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  • M. Fross: 35 years of

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Time Time-

  • dependant

dependant settlement settlement behaviour behaviour before before and and after after underpinning underpinning with with GEWI GEWI-

  • piles

piles. .

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  • M. Fross: 35 years of

application of micropiles in Austria 21 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Installation of Installation of the the GEWI GEWI-

  • piles

piles in in winter winter 1979/80 1979/80

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application of micropiles in Austria 22 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

EXAMPLE No. 6 EXAMPLE No. 6

  • Waldsiedlung BISAMBERG/NÖ

Waldsiedlung BISAMBERG/NÖ north north of

  • f Vienna

Vienna, , built built 1992 1992 without without any any soil soil investigation investigation. .

  • 2

2 new new houses houses on

  • n spread

spread foundations foundations showed showed differential differential settlements settlements of 12 cm and 5 cm and a lot of

  • f 12 cm and 5 cm and a lot of

cracks cracks. . This This settlements settlements were were caused caused by by a a small small natural natural trench trench filled filled with with loose loose, , partly partly organic

  • rganic material (

material (roots roots etc.) etc.) without without any any compaction compaction. .

  • Rehabilitation (

Rehabilitation (underpinning underpinning) was ) was performed performed 1994 1994 by by micropiles micropiles ( (type type GEWI GEWI-

  • pile

pile) ) with with special special construction construction

  • f
  • f the

the pile pile heads heads with with additional additional reinforcement reinforcement ( (against against bending bending moments moments) and ) and HILTI HILTI-

  • dowels

dowels sticked sticked with with a a paste paste of

  • f synthetic

synthetic resin resin to to the the existing existing walls walls. .

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application of micropiles in Austria 23 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Ground Ground plan of plan of the the houses houses

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  • M. Fross: 35 years of

application of micropiles in Austria 24 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

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  • M. Fross: 35 years of

application of micropiles in Austria 25 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

EXAMPLE No. 7 EXAMPLE No. 7

  • Foundation

Foundation of a

  • f a new

new building building of

  • f sanatorium

sanatorium Kurzentrum Bad Kurzentrum Bad Sauerbrunn Sauerbrunn/Burgenland /Burgenland

  • n
  • n DUKTIL

DUKTIL-

  • Piles

Piles 2001/2002. 2001/2002.

  • Soil

Soil conditions conditions were were rather rather difficult difficult: : young young deposits deposits with with intermediate intermediate layers layers of

  • f peat

peat an soft an soft silt silt. .

  • Higher

Higher existing existing buildings buildings were were founded founded on large

  • n large

diameter diameter bored bored piles piles about about 25 25 years years ago ago. .

  • A

A flat flat building building of

  • f this

this sanatorium sanatorium was was founded founded on

  • n

a a spread spread foundation foundation and and had had to to be be underpinned underpinned by by micropiles micropiles ( (type type „ „ROPRESS ROPRESS-

  • Pile

Pile“) “) after after differential differential settlements settlements of

  • f more

more than than 12 cm 12 cm already already soon soon after after construction construction in 1984. in 1984.

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  • M. Fross: 35 years of

application of micropiles in Austria 26 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Elements of Elements of the the DUKTIL DUKTIL – – Pile Pile, , driving driving machine machine with with high high speed speed -

  • hydraulic

hydraulic hammer hammer

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  • M. Fross: 35 years of

application of micropiles in Austria 27 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

DUKTIL DUKTIL – – Pile Pile ( (displacement displacement pile pile) ) diameters diameters, , thickness thickness of

  • f walls

walls of

  • f the

the tubes tubes, , design design loads loads

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application of micropiles in Austria 28 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

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application of micropiles in Austria 29 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

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application of micropiles in Austria 30 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

EXAMPLE No. 8 EXAMPLE No. 8

  • Tunnel

Tunnel Rannersdorf Rannersdorf, , about about 1,9 km in 1,9 km in length length, , part part of

  • f

new new highway highway S 1 „Wiener Außenring Schnellstraße“ in S 1 „Wiener Außenring Schnellstraße“ in the the south south and and southeast southeast of

  • f the

the city city of

  • f Vienna

Vienna, , close close to to Vienna Vienna International Airport Schwechat. International Airport Schwechat.

  • Construction of

Construction of the the tunnel tunnel in in open

  • pen excavation

excavation with with sheet sheet pile pile walls walls, , underwater underwater concrete concrete slab slab, , stabilized stabilized against against uplift uplift due due to high to high groundwater groundwater by by micropiles micropiles ( (type type GEWI GEWI tension tension piles piles). ).

  • Execution

Execution of

  • f more

more than than 1200 GEWI 1200 GEWI piles piles 2004/2005. 2004/2005.

  • The

The higway higway was was opened

  • pened for

for traffic traffic on April 28th, 2006.

  • n April 28th, 2006.
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  • M. Fross: 35 years of

application of micropiles in Austria 31 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

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Tunnel Tunnel Rannersdorf Rannersdorf, , longitudinal longitudinal geological geological-

  • geotechnical

geotechnical profile profile

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  • M. Fross: 35 years of

application of micropiles in Austria 34 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

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  • M. Fross: 35 years of

application of micropiles in Austria 35 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Cross Cross-

  • sections

sections of

  • f the

the tunnel tunnel

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  • M. Fross: 35 years of

application of micropiles in Austria 36 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Model Model according according to ÖNORM to ÖNORM B 4435 B 4435-

  • 2:1999

2:1999-

  • 04,

04, Section Section 8, Fig.16 c) 8, Fig.16 c)

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  • M. Fross: 35 years of

application of micropiles in Austria 37 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Model Model according according to DIN 1054:2003 to DIN 1054:2003-

  • 01,

01, Section Section 8.5.4, Fig.2, 8.5.4, Fig.2, for for a a single single tension tension pile pile

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  • M. Fross: 35 years of

application of micropiles in Austria 38 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Models Models according according to to EUROCODE EUROCODE 7 7-

  • 1,

1, Section Section 7, 7,

  • Fig. 7.1
  • Fig. 7.1
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  • M. Fross: 35 years of

application of micropiles in Austria 39 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Comparison Comparison of

  • f the

the results results of

  • f the

the design design length length of

  • f the

the GEWI GEWI-

  • tension

tension-

  • piles

piles

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  • M. Fross: 35 years of

application of micropiles in Austria 40 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Test Test device device for for load load tests tests to to prove prove the the pull out pull out resistance resistance of

  • f GEWI

GEWI-

  • piles

piles

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  • M. Fross: 35 years of

application of micropiles in Austria 41 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Pile Pile load load test test proving proving the the pull out pull out resistance resistance of a

  • f a GEWI

GEWI-

  • tension

tension pile pile

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  • M. Fross: 35 years of

application of micropiles in Austria 42 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Result Result of a pull out test

  • f a pull out test
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application of micropiles in Austria 43 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Under Under water water excavation excavation

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application of micropiles in Austria 44 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

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application of micropiles in Austria 46 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Section Section of

  • f the

the ground ground plan plan for for the the installation installation of

  • f

the the GEWI GEWI-

  • piles

piles

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application of micropiles in Austria 47 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

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Diving Diving devices devices

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Divers Divers working working

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Under Under water water concreting concreting

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Under Under water water concrete concrete slab slab and and GEWI GEWI-

  • pile

pile heads heads

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application of micropiles in Austria 53 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Cleaning Cleaning and and compensation compensation concrete concrete

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SLIDE 55
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application of micropiles in Austria 55 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Reinforcement Reinforcement of

  • f the

the tunnel tunnel base base

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application of micropiles in Austria 56 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

CLOSING REMARKS CLOSING REMARKS

  • Austria

Austria now now has a has a tradition tradition of

  • f application

application of

  • f micropiles

micropiles

  • f 35
  • f 35 years

years. .

  • We

We have have a a wide wide range range of

  • f types

types of

  • f micropiles

micropiles, , both both bored bored piles piles and and displacement displacement piles piles. .

  • We

We have have several several contractors contractors offering

  • ffering these

these different different types types

  • f
  • f micropiles

micropiles. .

  • These

These contractors contractors are are organized

  • rganized within

within VÖBU ( VÖBU (Austrian Austrian association association of

  • f special

special foundation foundation contractors contractors), ), affiliated affiliated to to EFFC (European EFFC (European Federation Federation of

  • f Foundation

Foundation Contractors Contractors). ).

  • ISM

ISM -

  • International Society

International Society for for Micropiles Micropiles is is not not yet yet known known in in Austria Austria, , but but I will I will try try to do to do my my best to bring best to bring this this new new society society to to the the attention attention of all

  • f all Austrian

Austrian geotechnical geotechnical engineers engineers working working in different in different fields fields ( (science science, , universities universities, , authorites authorites, , designers designers and and contractors contractors). ).

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  • M. Fross: 35 years of

application of micropiles in Austria 57 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Activities Activities in in Austria Austria in 2005 in 2005 to to promote promote the the use use

  • f
  • f microplies

microplies according according to to European Standard European Standard ÖNORM EN 14199 ÖNORM EN 14199

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application of micropiles in Austria 58 IWM 2006 - Schrobenhausen, Germany May 3-7, 2006

Many Many thanks thanks for for your your kind kind attention attention! !