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Underwater concreting and soil reinforcement techniques,
Underwater concreting and soil reinforcement techniques,
1.TREMIE METHOD
Underwater concreting and soil reinforcement techniques,
. 
• Before concreting air and water must be 
excluded keeping the pipe full of concrete 
all the time. 
• For this the funnel and the pipe should have 
equal capacity. 
• Firstly plug is inserted in the pipe with 
pressure of fresh concrete so that the air is 
displaced
Underwater concreting and soil reinforcement techniques,
Underwater concreting and soil reinforcement techniques,
Underwater concreting and soil reinforcement techniques,
The buckets are usually fitted with drop-bottom or 
bottom-roller gates which open freely outward when 
tripped. The bucket is fully filled along with concrete 
and its top covered along with a canvas cloth or a 
gunny bag to avoid the disturbance of concrete as 
the bucket is lowered within water.
Underwater concreting and soil reinforcement techniques,
Underwater concreting and soil reinforcement techniques,
Underwater concreting and soil reinforcement techniques,
PLACING IN 
BAGS
Underwater concreting and soil reinforcement techniques,
In this method, properly concrete 
filled bags are lowered into water 
and placed carefully in a header 
and stretcher fashion as in brick 
masonry with the help of divers. 
. A work is slow and laborious, as 
the accurate positioning of the 
bags in place can be only 
accomplished by the divers. 
The bags and labour necessary to 
fill and tie them are relatively 
expensive. This method is only 
suited for placing the concrete in 
shallow water.
In this method, the aggregate should be wetted 
before placing in position. This method is also called 
as grouted concrete. It consists of placing the 
coarse aggregate only in the forms and thoroughly 
compacting it to form a pre-packed mass.
In this method, the aggregate should be 
wetted before placing in position. This 
method is also called as grouted 
concrete. It consists of placing the 
coarse aggregate only in the forms and 
thoroughly compacting it to form a pre-packed 
mass. 
This mass is then grouted with the cement 
mortar of the required proportions. The 
mortar that grouts the concrete displaces 
water and fills the voids. Dense and compact 
concrete should be prepared by using well 
graded aggregates 
The maximum size of aggregate 
conveniently used is 80 mm. The coarse 
aggregate may also be allowed to fall 
from heights of up to 4 m, without 
causing any appreciable segregation. 
Just shutter vibrations could be used for 
compact the coarse aggregate. 
An air-entraining agent is also added to the mortar 
to entrain about 4% of air. A small variation of the 
procedure of preparation of the cement mortar for 
grouting leads to a process called colcrete. In this 
procedure, the mortar grout is prepared in a 
special high-speed mixer. No admixtures are used 
within this procedure. 
A mortar consists of fine sand, pozzlanic 
filler material and as chemical agent that 
serves the penetration, early setting of 
cement, and the dispersion of particles 
and to increase the fluidity of mortar.
• The grout pressure will be about 
0.2 to 0.3 MPa. The quantity of 
grout should be estimated from the 
void contents of the coarse 
aggregates. The pre-packed 
concrete has lower drying 
shrinkage and higher durability, 
especially freezing and thawing 
resistance compared to ordinary 
concrete for the same proportions. 
• (c) Pumping the grout 
into aggregate mass from 
bottom at carefully 
designed positions 
through a network of 
pipes. The formwork 
should be constructed at 
the top of the coarse 
aggregate in this method 
• (b) The grout could be 
poured on the top surface 
of aggregate and allowed to 
penetrate to the bottom. 
The method is particularly 
useful for grouting thin 
sections. 
• (a) The mould 
could be filled with 
grout and the 
coarse aggregate 
can be deposited in 
the grout. 
METHODS 
OF 
PREPACKED CONCRETE
Underwater concreting and soil reinforcement techniques,
USING GEOTEXTILES 
• Geotextiles are 
fabrics which are 
used to filter,drain or 
reinforce the soil. 
1.GEOTEXTILES 
They are made of 
polypropylene
MAJOR FUNCTIONS 
OF GEOTEXTILES
GEOGRIDS ARE 
USED FOR 
WALL 
CONSTRUCTION 
DRAINAGE 
CONSTRUCTION
1.GEOGRIIDS ARE 
PLACED ON THE 
SUBSOIL. 
• 2.THEN THE 
ELEVATIONS ARE 
MARKED .
Underwater concreting and soil reinforcement techniques,
Underwater concreting and soil reinforcement techniques,
Underwater concreting and soil reinforcement techniques,
Underwater concreting and soil reinforcement techniques,
Underwater concreting and soil reinforcement techniques,
THAN 
K 
YOU!

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Underwater concreting and soil reinforcement techniques,

  • 5. . • Before concreting air and water must be excluded keeping the pipe full of concrete all the time. • For this the funnel and the pipe should have equal capacity. • Firstly plug is inserted in the pipe with pressure of fresh concrete so that the air is displaced
  • 9. The buckets are usually fitted with drop-bottom or bottom-roller gates which open freely outward when tripped. The bucket is fully filled along with concrete and its top covered along with a canvas cloth or a gunny bag to avoid the disturbance of concrete as the bucket is lowered within water.
  • 15. In this method, properly concrete filled bags are lowered into water and placed carefully in a header and stretcher fashion as in brick masonry with the help of divers. . A work is slow and laborious, as the accurate positioning of the bags in place can be only accomplished by the divers. The bags and labour necessary to fill and tie them are relatively expensive. This method is only suited for placing the concrete in shallow water.
  • 16. In this method, the aggregate should be wetted before placing in position. This method is also called as grouted concrete. It consists of placing the coarse aggregate only in the forms and thoroughly compacting it to form a pre-packed mass.
  • 17. In this method, the aggregate should be wetted before placing in position. This method is also called as grouted concrete. It consists of placing the coarse aggregate only in the forms and thoroughly compacting it to form a pre-packed mass. This mass is then grouted with the cement mortar of the required proportions. The mortar that grouts the concrete displaces water and fills the voids. Dense and compact concrete should be prepared by using well graded aggregates The maximum size of aggregate conveniently used is 80 mm. The coarse aggregate may also be allowed to fall from heights of up to 4 m, without causing any appreciable segregation. Just shutter vibrations could be used for compact the coarse aggregate. An air-entraining agent is also added to the mortar to entrain about 4% of air. A small variation of the procedure of preparation of the cement mortar for grouting leads to a process called colcrete. In this procedure, the mortar grout is prepared in a special high-speed mixer. No admixtures are used within this procedure. A mortar consists of fine sand, pozzlanic filler material and as chemical agent that serves the penetration, early setting of cement, and the dispersion of particles and to increase the fluidity of mortar.
  • 18. • The grout pressure will be about 0.2 to 0.3 MPa. The quantity of grout should be estimated from the void contents of the coarse aggregates. The pre-packed concrete has lower drying shrinkage and higher durability, especially freezing and thawing resistance compared to ordinary concrete for the same proportions. • (c) Pumping the grout into aggregate mass from bottom at carefully designed positions through a network of pipes. The formwork should be constructed at the top of the coarse aggregate in this method • (b) The grout could be poured on the top surface of aggregate and allowed to penetrate to the bottom. The method is particularly useful for grouting thin sections. • (a) The mould could be filled with grout and the coarse aggregate can be deposited in the grout. METHODS OF PREPACKED CONCRETE
  • 20. USING GEOTEXTILES • Geotextiles are fabrics which are used to filter,drain or reinforce the soil. 1.GEOTEXTILES They are made of polypropylene
  • 21. MAJOR FUNCTIONS OF GEOTEXTILES
  • 22. GEOGRIDS ARE USED FOR WALL CONSTRUCTION DRAINAGE CONSTRUCTION
  • 23. 1.GEOGRIIDS ARE PLACED ON THE SUBSOIL. • 2.THEN THE ELEVATIONS ARE MARKED .