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OUTLINE OF THE SAIGON RIVER CROSSING TUNNEL 1.. OUTLINE OF THE SAIGON RIVER CROSSING TUNNEL 2.CONSTRUCTION OF IMMERSED TUNNEL 2-1Casting Basin 2-2Construction of Immersed Tunnel Units

Trang 1

SAIGON EAST

JAPAN

Official Development Assistance

SOCIALIST REPUBLIC OF VIETNAM

HO CHI MINH CITY PEOPLE’S COMMITTEE

SOCIALIST REPUBLIC OF VIETNAM

HO CHI MINH CITY PEOPLE’S COMMITTEE

Trang 2

1 OUTLINE OF THE SAIGON RIVER CROSSING TUNNEL

1 OUTLINE OF THE SAIGON RIVER CROSSING TUNNEL

2.CONSTRUCTION OF IMMERSED TUNNEL

2-1Casting Basin

2-2Construction of Immersed Tunnel Units

2-3Dredging, Towing and Immersion

Trang 3

1 OUTLINE OF THE SAIGON RIVER CROSSING TUNNEL

Trang 4

PLAN & PROFILE OF THU THIEM TUNNEL

Trang 5

SOIL STRATA ALONG THE TUNNEL ALIGNMENT

Trang 6

CROSS SECTION OF IMMERSED TUNNELcauduongonl

ine (c

om.vn,c

om,ne

t,org)

Trang 7

Cross section of Cut & Cover tunnel and Approachescauduongonl

ine (c

om.vn,c

om,ne

t,org)

Trang 8

2 CONSTRUCTION OF IMMERSED TUNNEL

Trang 9

Construction Procedure

Towing Outfitting Fabrication of Units

CASTING BASIN

Casting Basin Construction

Inner work Back filling Immersion

Trench Dredging CONSTRUCTION SITE

Trang 10

LOCATION OF CONSTRUCTION SITE

Trang 12

General View of the Casting Basin

Trang 13

Cross Section of the Casting Basin

Trang 14

The Typical Case of Casting Basin

Trang 15

2-2Construction of Immersed Tunnel Units

Trang 16

Image of the Tunnel

Units Fabrication in

the Casting Basin

OR SHIP YARD CASTING BASIN

IMMERSED TUNNEL UNIT

Trang 17

Unit Fabrication Construction Sequence

End Steel Shell

Casting Basin Foundation

End Steel Shell

Trang 18

Typical Case of Fabrication Tunnel Units

Fabrication Steel Shell

Trang 21

Fabrication Tunnel Units

Trang 23

2-3 Dredging, Towing and Immersion

Trang 24

Trench Dredging and Foundation

Trang 28

Image of Immersion

Towing the submerging unit up to around 10m distance

from previous submerged unit.

Barge for Immersion

Submerging Unit Submerged

Unit

10m

Barge for Immersion

Bearing Jack Temporary support Alignment Tower

Keeping10m distance from previous submerged unit, Unit

is submerged vertically.

Submerging Unit Submerged

Temporary support

Alignment Tower Barge for Immersion

Stop Submerging when depth of bottom of Unit is almost

same as depth of top of previous submerged unit

Submerging Unit Submerged

Temporary support

Alignment Tower Barge for Immersion

Submerging unit is pulled toward to previous submerged unit cauduongonl

ine (c

om.vn,c

om,ne

t,org)

Trang 29

Image of Unit Connection

Trang 30

Pulling the unit by jacks on the top slab Rubber gasket starts to be compressed Both side water presser are balanced.

Trang 31

Draining water between bulkheads

Rubber gasket is compressed more by the water pressure Unit is pushed by difference of both side water pressure.

Trang 32

Completion of draining water

Rubber gasket is fully compressed and be watertightcauduongonl

ine (c

om.vn,c

om,ne

t,org)

Trang 33

Image of Sand Flow Work

TEMPORARY SUPPORT PAD

Trang 34

Image of

Backfilling

Work

(GRADED GRAVEL 100-200KG/PIECE)

LOCKING BACK FILL SAND JETTED FOUNDATION

GENERAL BACK FILL PROTECTIVE CONCRETE

-14.50

1 : 2

APPROX EXISTING RIVER BED LEVEL

Trang 35

COMPLETION OF IMMERSED TUNNEL

Trang 36

TRAFFIC INSIDE THE IMMERSED TUNNEL

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