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Published byMercy Harmon Modified over 9 years ago
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Bauer Equipment and Systems on Projects around the World
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Is there risk in foundation ?
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...our ancestors built safely in rock...
“almost for eternity”
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or later on rock
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...and the longest wall on earth
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...in the middle ages on dense river sediments like gravel or sand except the following case...
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...a total foundation disaster but a famous tourist attraction as well
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... being under investigation and repair since 800 years
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equipment evolution from 1950 - now
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piled foundation with BG and Kelly- bar
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foundation pile installation
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BG fleet in congested Bangkok
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BG 42 in TFC in Taiwan bored piles with skin or base grouting, 1500 mm, 80 m long, verticality 1 / 200 !, BG 42, BG 40
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post grouted pile skin grouting base grouting
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test result of grouted piles
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pile load test using tiebacks
steel plant Jubail, Saudi Arabia
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extension of Zurich Airport
Bauer portion: piles Ø 1180 mm and Ø 1500 mm, 35 m long
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BG 18/30, secant pile wall
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secant piles as retaining wall by BG
Meyer´s Centre Adelaide, Australia Primary piles Ø 620 mm, secondary piles 880 mm, BG 11 and BG 7
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quality control system Medef
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BG 12 on rail tracks in New Jersey, USA
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river and offshore piles
BG 26 with BV at Leer, Ems, 67 piles Ø 1800 mm, 30 m deep, raked 1:10 Kirkuk Haditha railway bridge over Tigris, Beiji Northern Irak, foundation piles Ø 1500 mm with Weserhütte and BV, 50 m deep, secant pile walls Ø 1000 mm, 12 m deep
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BG 50, Huang Shi Jangtze bridge, China
Bored piles Ø 3000 mm, 70 m long, embedded 10 m into sandstone
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BG 30 on jack- up platform in Oman
Natural gas jetty Oman, raked piles 18 °, 1200 mm, 44m long, 20m deep water, BG 30, Archiorodon
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BA 2000 at Porto do Pecem jetty, Brazil
Oil jetty Porto do Pecem north of Fortaleza, 300 piles Ø 930 mm, 53 m deep, BA 2000
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top down method for traffic tunnels
Inter City Express
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BG piles under limited headroom
BG 30 low head room, Japan
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high speed flight auger piles
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front of wall secant piles
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BG 42 DKS for bored piles
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mixed in place piles or pile walls
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full displacement pile,
highest performance !
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diaphragm walls with DHG- grab
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diaphragm walls with BC- cutter
Louvre, Paris Royal Diwan, Jeddah
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BC 30 at Louvre in Paris
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BC- cutter with slurry circle
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diaphragm wall with BC 40- cutter
Al Suknah, Oman 1,5 m thick and 33 m deep quai wall in harbour Al Suknah, 20 km from the sea, 2 BC 40, 2 DHG, tied back with steel girders to 1 m thick and 15 m deep dead man wall, total m2,
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low headroom cutter CBC 25
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MBC ( Mini Bauer Cutter )
MRT Taipei Boston Artery
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temporary tiebacks installed by UBW
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excavated tieback
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permanent tiebacks for Olympic Games area in Munich, 1972
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H- beam or soldier pile wall
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soil nailing large scale load test
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jet grouting for underpinning
monastery Trzebnia, Poland Academy of arts, Dresden
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jet grouting with result
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desalination plant Jeddah 3 Airport Munich Terminal 2
dry excavation pit desalination plant Jeddah 3 Airport Munich Terminal 2
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vibrocompaction with TR- vibrators
power plant Algeciras, Spain
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vibrocompaction
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vibrodisplacement or stone columns
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Formosa Mai- Liao Plant, Taiwan
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B- wall as flood defence
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B- wall or slim vib- wall
steel profile shoe with jet
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drains and dynamic compaction
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special foundation techniques in Berlin
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Thank you for your kind attention !
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