Trenchless technology involves installing underground utilities with minimal surface excavation. It includes trenchless construction methods (TCM) for new installations and trenchless renewal methods (TRM) for rehabilitating existing lines. Key TCM methods include horizontal directional drilling, microtunneling, pipe jacking, auger boring, pipe ramming, and moling. TRM methods include pipe bursting, pipe relining, and localized repair techniques. Trenchless methods reduce social and environmental impacts compared to open-cut trenching.

1. TRENCHLESS TECHNOLOGY
INTRODUCTION
TT techniques include methods of pipeline & utility installations with minimum amount of surface excavation
TT techniques are mainly divided into two main areas: TRENCHLESS CONSTRUCTION
METHODS(TCM) and TRENCHLESS RENEWAL METHODS(TRM)
TCM includes all methods for new utility & pipeline installations TRM includes all methods of renewing, rehabilitating, or
renovating an existing old or host pipeline or utility system
Trenchless construction and renewal project is site specific & successful completion
of it is dependent on factors such as accuracy, maximum installation length, diameter range, & type of application
CONSTRENCHLESS TRUCTION METHODS
Divided into two major categories:
- HORIZONTAL EARTH BORING
- PIPE JACKING / UTILITY TUNNELING
AUGER BORING
Used for installation of steel pipes and casings, especially under railways & road embankments Very economical
It reduces damage to pavements and disruption to traffic, hence reduces social costs
associated with pipeline installations
MOLING
Used for laying water pipes During moling process, a pneumatically driven machine known as a mole forces its way
through the soil along the desired path of the pipe
Mole is a steel cylinder about 60cm long and 6cm in diameter, works as a pneumatic
cylinder with pulsed compressed air causing the head of the mole to repeatedly hammer
against the soil in front of the mole
PIPE RAMMING
Used for installation of steel pipes and casings over distances usually upto 30m long and upto 1.5m in dia
It is also used for shallow installations under railway lines and roads
It can be applied for horizontal as well as vertical installationsMethod is pneumatic
WATER JETTING
Method is simple It uses high speed jet of water to liquefy and remove soil
Special nozzle is attached to the end of a solid rod & extended into the bore hole
Disadvantages:-
- poor control of overcut
- disposal of large quantities of water and muck
- possibility of ground settlement
MICROTUNNELING
Used to construct small tunnels for laying gravity pipe lines
Microtunnel boring machines are operated remotely
Operator controls the machine from a control room on the surface of ground
Most machines also have video cameras set up to give more information
BENEFITS OF TRENCHLESS TECHNOLOGY
Excavation is not necessary between access points
Require less space underground, minimizing chances of interfering with existing utilities or abandoned pipes
Are generally quiet and nondisruptive
Require less exposed working area & therefore are safer for both workers & the
community

2. INTRODUCTION
Trench less technology is basically making a tunnel below the surface and installing services lines
like water or gas pipes, electric or telecommunication cables etc with out any disruption to the public.
It also makes it possible to install the utilities under rivers, canals and other obstacles with no
disruption of flow and with minimum or no damage to the environment
Need for trench less technology
The disadvantages and difficulties encountered in conventional trenching methods have resulted
in thinking of the need for trenchless technology.
The advantages of the no-dig technology are also responsible for the need of this technology to be adopted in mainly urban areas
Disadvantage of Open trench method
As the open trench is going to create obstruction roads, busy areas, diversions have to be provided before start of any digging work.
As the obstruction is created, the traffic has to be rerouted causing traffic jams.
Many a time, while cutting deep trenches in congested areas appear in the adjacent buildings.
Another difficulty, which is encountered very often is the damage caused to other service lines or cables present underground.
While cutting open trenches, trees, shrubs, gardens etc. may have to be destroyed damaging the environment.
Advantages
It reduces damage of valuable surface
It reduces the danger of improperly compacted excavations
It saves resources
It is accident free
It avoids traffic jam
It saves underground space
It reduces the impact on the enviornment
It provides a hassle-free road surface
Conclusion
By adopting this technology we can successfully implement pipes under the surface
with out making any disruptions to the environment and public.
This enables us to retain our available resources. There by keeping the earth unexcavated
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ABSTRACT
Trench less technology is the science of installing, repairing and renewing underground Pipes, ducts and cables using techniques which
minimize or eliminate the need for excavation. It can reduce environmental damage, Social costs and produce in alternative to open trench
method of installation, renewal and repair it includes in, development of all kinds of underground napping techniques, tunneling devices
and specialist materials and equipment.
1. INTRODUCTION
Trench less technology is basically making a tunnel below the surface and staling service lines like water or gas pipes, electric or
telecommunication cables etc. with out any disruption to the public. It also makes it possible to install the utilities under rivers canals and
other obstacles with no disruption of flow and with minimum or no damage to the environment.
2. TRENCHLESS TECHNOLOGY METHODS
Trenchless technology methods system have been categorized in to two groups :
1) New installation
2) Rehabilitation and Renovation
2.1) NEW INSTALLATION
Methods for installation of a new pipeline or duct, including dealing with service connection are:
1) Microtunelling
2) Horizontal directional drilling
3) Short drive system
4) Guided drilling

3. 2.1.1 MICRO TUNNELING
Controlled excavation “ steerable “Less than 1000mm diameter “Medium length
Micro tunneling is a term which is used to describe remotely controlled mechanical tunneling systems where the spoil is removed from the
cutting head with in the new pipe line which is advanced by pipe jacking.
Micro tunneling machines have now been developed to work from drives hafts in almost all types of ground conditions. The cutting head
has to be carefully selected to deal with the expected ground conditions, with the appropriate cutting tools and crushing devices for the
range of gravels, sands, slits, and clays.
The only excavating required from the service is for drive and receptions shafts. Spoil may be removed from the face by an auger running
through the newly installed pipeline to a skip in the base of the drive shaft.
Alternatively, water or bentonite may be used to convert the soil into slurry at the cutting face. The slurry is less then pumped to the surface
where the solids are separated before disposal .
Microtunneling is used extensively for sewerage work where surface disruption has to be minimized. Machines are now available to
drive 100mm or more in soft ground for sizes 100mm diameter upwards. from drive shafts of less than 3mm diameter.
Micro tunneling system has been developed in which temporary steel tubes are jacked in and removed at the next manhole position, the
new pipeline following in the established bore. In microtunnelling, the only indication on the surface is the presence of a control container
with a hoist for lowering pipes into the drive shafts. Noise levels and traffic disruption are minimised
Horizontal Directional Drilling
2.1.2 HORIZONTAL DIRECTIONAL DRILLING
Steerable heavy, powerful rig-Large size range “Long distances
Horizontal drilling systems are nowadays widely used for installing pressure pipes under major obstacles such a motor way intersections,
large rivers and airports runways.
A small rotating and steerable drill bit is launched from the surface at an angle 10-15 and is used to drill 90mm mud filled diameter hole.
During the drilling operation a 125mm diameter washover pipe is drilled over the pilot string and following some 100mm behind the head.
Alternate drilling then continues on the pilot string is removed and the bore is enlarged by a rotating barrel reamer attached to and pulled
back by the wash over pipe, drilling mud being used to llushed away the cuttings and to support the reamed hole. Subsequent caming
continues until required diameter is achieved. The product pipe is less than attached to the reaming head and pulled through the bore
drives of more than 1.5km and of up to 1200mm diameter have been carried out.
2.1.2 SHORT DRIVE SYSTEMS
Essentially unsteered “Soil displacement
Auger Boring utilizes a rotating head to excavate the soil, which is transported by auger flights operating in a casing to the drive pit. The
head is recovered at an exit pit or in the trench cut for the adjacent length of pipe line. Auger boring is used in the range of 100-1000mm
diameter
Augur Boring
Impact Moling in which a percussive mole is launched from a drive pit to displace the soil and from a bore is widely used. The new conduct
is normally drawn in behind the mole. They are used to install services for all utilities.
Rod Pushing is a technique in which a bore of about 50mm diameter is formed by displacement. A rod is advanced by a straight hydraulic
push and the pilot hole may be back reamed to the required size. The technique is used for the installation of pipes and conduits up to
15mm diameter over lengths of 30-40mm.
Pipe ramming and Thrust boring are similar processes where a casting, usually steel, is driven through the ground from the drive pit to the
exit pit. Accumulating spoil is removed by compressed air and water after completing the bore. Pipe ramming is suitable for most types of
soil but not suitable where there are solid rock formations. It is said to be a cost saving alternative to open trenching, angering or pipe
jacking methods. Usually pipes up to 2000mm diameter can be laid using this technique depending upon the equipment uses.
2.1.4 GUIDED DRILLING
Steer able small rig-Sallow drilling-Medium length
Guide drilling employs an excavation or soil displacement with compact lightweight rig for rapid mobilization. Small diameter jets
mechanized cutting tools or displacement heads attached to a flexible drill string are positioned to form a bore as the head is thrust
forward. The drilling head is launched from the surface at an inclined angle. Controlling the orientation of a slant face at the head effects
steering in both vertical and horizontal planes. Monitoring of the alignment takes place using a transmitter in the head and a locating device
at ground level.
Guided Drilling
I having established the pilot bore; back reaming equipment is drawn through the hole to enable it to accept the product pipe, duct, or cable
using an impact mole.

4. 2.2 REHABILITATION AND RENOVATION
Methods including are:
1) Pipe bursting
2) Pipe eating
3) Retaining the existing pipes
4) Localized repair
Mini Burst
2.2.1 PIPE BURSTING
New for old without trenching “ Size for size and upsize capability
In this method an existing pipeline can be replaced with a pipeline of the same or larger dimension without opening up the ground. It is
especially useful in areas where the load on the system is more than the existing pipe can handle and replacement is required.
The method uses a mole as a bursting head that is drawn through the existing pipe crushing it as it moves forward and replacing it with a
new PE (polyethylene) pipe. The main advantage of this system is that a small power source can be used to drive the mole with minimum
time. Upsizing from 100mm diameter to 225mm diameter is now well established, and pipes of up to 600mm diameter have been replaced.
2.2.2 PIPE EATING
New for old without trenching “ Enlargement - Steer able
Pipe eating is an online micro tunneled replacement technique. The existing defective pipeline is crushed and removed through the new
pipeline. Lateral connections must be disconnected in advance and may be replaced by rider sewers or reconnected by angled drilling.
2.2.3 RELINING THE EXISTING PIPES
This method requires access, usually by manholes, at both ends of pipe. A flexible liner is places into the defective pipe and with the use of
water under pressure finds its own way and can pass bends of 90o . In places where joints have moved or sections are missing, but the
passage is available, the liner creates a smooth transition. When the liner is in place, it is heat cured to create a rigid, tough, and smooth
inner surface.
2.2.4. LOCALISED REPAIR
Resin injection and chemical grouting at trouble spots
Local defects may be found in pipes due to cracking or joint failures. Systems are available for resin injection to seal localized defects in
the range 100mm-600mm diameter.
Chemical grouting with urethane and similar materials are used in sewer rehabilitation. Remote and man entry grouting of defective joints
and cracks may prevent infiltration in pipelines.
This is an inexpensive method of rehabilitating existing systems up to several hundred meters of length everyday from manhole to
manhole.
Pipe Slip lining is another method used that involves inserting new smaller pipes in to older, damaged sewers thereby replacing the old
pipe. But the new pipe is in reduced diameter.
Modified slip lining often called close fit lining utilize the properties of PE or PVC to allow temporary reduction in diameter or change in
shape prior to insertion in the defective pipe.
The method includes Roll down, Swage lining and Deformed lining. The inserted pipe is subsequently expanded to form a tight fit against
the wall of the original pipe, thus avoiding the need for annular grouting as in conventional slip lining. For Roll down and Swage lining,
temporary reduction in diameter is achieved either by mechanical rolling (Roll down) or drawing through a reduction die (Swage lining). For
Deformed linings, the pipe is deformed and folded immediately after extrusion and is coiled on a drum. After insertion in the defective pipe,
the lining is expanded using steam and a re-rounding device to form a close fit.
These systems are suitable where the existing line is of good shape. As compared to conventional slip lining , in this method there is little
or no loss of hydraulic capacity.
3. PRE-REQUISITES
Through surveys and site investigations are essential to the success and efficiency of trench less installations and repair techniques.
(a) The survey results help top determine the most appropriate systems.
(b) The investigations methods include geophysical surveys, boring and sampling, measurement of ground water table, test pits and
trenches, penetration tests, examinations and investigations of existing structures using ground penetration testing etc.
© Closed circuit televisions, ground penetration radar, utility detection equipments
leak detection techniques are available for below ground activities.

5. 4.TECHNIQUES OF TRENCIILESS TECHNOLOGY IN INDIA
The main trenchless techniques which are in use in India (included in the above mentioned methods) are described below.
4.1. DIRECTIONAL DRILLING
Directional drilling involves steerable tunneling systems for both small and diameter lines. In most cases, it is a two-stage process. The first
stage consists of drilling a small diameter pilot hole along the desired centre line of a proposed line and in the second stage, the pilot hole
is enlarged to the desired diameter to accommodate the utility line and to pull the utility line through the enlarged hole. The pilot hole is of
approximately 3 inches in diameter and is drilled with a specially built rig up with an inclined carriage typically adjusted to between 5 and 30
degrees, which pushes the drill rods into the ground. However the optimum angle is 12 degrees. As the pilot hole is being drilled,
bentonite-drilling mud is pumped down the center of the drill rods. The drill head consists of either a jetting head or drill bit. In the case of a
jetting head, small diameter high-pressure jets of bentonite actually cut the soil and facilitate spoil removal by washing the cuttings to the
surface where they settle out in a reception pit. In case of drill bit, the bit is driven by a down hole mud motor located just behind the drill bit
from energy derived from the pumped drilling fluid. Before the start of back reaming the pipeline has to be positioned on rollers in line with
the hole to minimize any axial load on the line.
Advantages
(1) The major advantage is the speed of installation combined with the minimum environmental and social impact.
(2) Long and complicated crossings can be accomplished with a great degree of accuracy since it is possible to monitor and control the
drilling operation so that utilities can be fit into small corridors where little place is available between existing utilities.
(3) Another advantage is that sufficient depth can be accomplished to avoid other utilities.
(4) Limitation of access and reception pits is another advantage.
Disadvantage
(1) Special equipment and very high degree of operation skill is required.
(2) As the cost of the equipment and the operation are high, bore length should be sufficient in order for it to be economical.
(3) Mainly steel pipe is being installed by the method.
4.2 RAMMING
In this method, the pipe is rammed through the soil by using a device attached to the end of the pipe to drive the pipe through the soil. In
this method, the tool does not create a borehole. It acts as a hammer to drive the pipe through the soil.
Compressed air supplied from an air compressor is generally used as a power source. When ramming pipe, the leading edge cuts a
borehole, the spoil enters the pipe and is compacted as it is being forced to the rear of the pipe. After the whole length of the pipe is
rammed in place, the tool is removed and the pipe is cleaned out.
The type of pipe installed by the pipe ramming method is limited to steel due to the application of cyclic impact loads on the pipe. The size
of the pipe ranges from 2 inches to 55 inches. This method is capable of installing pipes to over 200 feet (60 meters) in length.
Advantages
The pipe ramming is an effective method for installing medium size pipes. The method is economic since the equipment cost is not very
high and the operation is simple. The pipe can be installed in one piece or segments. This can be used in almost all types of soils. The
method does not require any thrust reaction structure.
Disadvantages
The major disadvantage is that there is no control over the line and grade and in case of obstructions like boulders, the pipe may be
deflected. Then work should be stopped immediately. For small diameter pipelines, the method is economical, but for large diameter pipes,
the equipment cost is high.
4.3. MOLING
Moling is a method, which forms the borehole by compressing the earth that immediately surrounds the compacting device which is an
underground piercing (mole) is propelled by a power source. The tool is streamlined into bullet or shape. The method is restricted to
relatively small diameter lines in compressible soil conditions.
Compressed air or hydraulic fluid, transmitted to the toot through the flexible hoses, imparts energy at a blow frequency of 100 to 600
strokes per minute to a reciprocating piston located inside the nose of the tool. This action results in the tool propelling itself through the
ground. It is applicable in most ground conditions from loose sand to firm clay. The method required the use of boring and receiving pit.
After the operation the unit can be backed out of the borehole. The tool is removed and the cable is attached to the air hose and pulled
back through the borehole. In the case of rigid pipe, it can simply be pushed through the open borehole. Any type of pipe or cable can be
installed by the method.
Moling Equipment
Pipe size is generally limited to 6 inches or less. However, modern techniques in mole manufacturing have increased the ability to make
bores of large sizes. Even though 200 feet (60 meter) bores have been successfully made by this method, the span lengths were limited to
60 feet (18 meter) with 40 feet being optimum. Again span lengths have increased with modern advances in mole design.

6. Advantages
It is a rapid, economic, and effective method of installing small diameter lines. Any type of utility line can be installed using the method. The
stability of the soil around the borehole is increased due to compaction. The investment in equipment is minimum.
Disadvantages
Compaction methods are limited in their length by reliability because basic systems are unintelligent, unguided tools that tend to bury
themselves, surface in the middle road or damage existing utility lines.
4.4 AUGER BORING
The auger horizontal earth boring is a process of simultaneously jacking casing through the earth while removing the spoil inside the
casing by means of a rotating flight auger. The auger is a flighted tube having dual functions, firstly it has couplings at each end that
transmit torque to the cutting head from the power source located in the bore pit and secondly, it serves to transfer spoil back to the
machine.
Augur Blades
This method requires bore pit both at the entry and exit points of the bore. The auger-boring machine consists of the boring machine,
casing pipe, cutting head and augers as the major components. The power source creates the torque, which rotates the auger, which in
turn rotates the cutting head. The cutting head cuts the soil and the soil is transported to the machine through the casing by means of the
auger, which acts as a screw conveyor.
The pipe size that can be installed by this method ranges from 4 inches (100mm) to over 60 inches (1500 mm). However, the most
common size range is 8 inches(200 mm) to 36 inches(900 mm) and the average bore length ranges between 53 meter and 68 meter,
though with experience and the use of latest techniques up to 180 meter of boring is possible using auger boring.
Advantages
The major advantage is that the casing is installed at the same time as the borehole excavation takes place. This method can be used in a
wide variety of soil types.
Disadvantages
This method requires different sized cutting heads and auger sizes or each casing diameter, which increases the investment in equipment.
The investment in bore, pit construction, and the initial setup is also required. In case of soils containing large boulders, this method cannot
be used advantageously.
5. NEED FOR TRENCILESS TECHNOLOGY
(1) The disadvantages and difficulties encountered in conventional trenching methods have resulted in thinking of the need for trenchless
technology.
(2) The advantages of the no-dig technology are also responsible for the need of this technology to be adopted in mainly urban areas
5.1 OPEN TRENCH METHOD
It is a traditional met6hod of trenching for laying the utility lines below the surface. In present days, there are many disadvantages and
difficulties in adopting this method, mainly in urban areas. Those are described below:
(a) As the open trench is going to create obstruction roads, busy areas, diversions have to be provided before start of any digging word.
(b) As the obstruction is created, the traffic has to be rerouted causing traffic jams.
© Original users of the road have to undergo hardships in the form of additional mileage as well as time.
(d) Many a time, while cutting deep trenches in congested areas appear in the adjacent buildings.
(e) Another difficulty, which is encountered very often is the damage caused to other service lines or cables present underground,
providing temporary supports to these lines during the construction is cumbersome and costly affair.
(f) Trenches left open overnight should be fenced and barricaded. Hand of mechanical signs should be used where necessary.
(g) While cutting open trenches, trees, shrubs, gardens etc. may have to be destroyed damaging the environment.
(h) If any rehabilitation or renovation is required, the trenches once cut and refilled should again be cut through out and refilled causing
difficulties to the public; that is, cutting and refilling is required at frequent times
5.2 ADVANTAGES OF NO-DIG TECHNOLOGY
(a) It reduces damages of valuable surface.
(b) It reduces the danger of improperly compacted excavations.
© It saves resources.
(d) It is accident free.
(e) It avoids traffic jam.
(f) It makes the use of the line(track) of the old pipe possible.
(g) It saves underground space (pipe busting).
(h) It reduces the impact on the environment.

7. (i) It provides the hassle-free road surface.
(j) It is possible to lay service lines across railway track, narrow lanes etc. When open trenching is impossible.
(k) Presence of a canal, pond, river etc. across the root poses no problems to the trench less technology systems.
(l) Without disturbing the traffic and life on the surface, the lines can be laid below ground in a much shorter time by using this technology.
(m) For replacement, repair and rehabilitation of old water and sewer lines in cities, it is very helpful to use trench less technology without
disturbing the normal life on the surface.
6. CONCLUSION
With all round developments in various fields like petrochemicals where conveyance of gas, crude and refined products over long
distances is common, telecommunication and power, water supply and sewerage etc. and mushrooming growth of high- rise buildings in
and in and around the cities is becoming increasingly necessary that these lines are laid underground leaving space above surface
comparatively free. i.e., Adoption of trench less technology is the only remedy. Also if costs benefit analysis of the two systems (i.e. open
trenching methods and trenchelss technology methods) is conducted, considering both direct and indirect costs, it will help us make
informed divisions on technology selection, under different circumstances.
7. REFERENCES
1) &Jagadish Chandra, Trenchless Technology in India: Need of the Neww Millennium. Civil Engineering and Construction Review October
2000- page 48
2) Maninder Singh, Techniques of Trenchless Technology In Use In India. Civil Engineering and Construction Review October 200- page
43
3) Dr.Neeraja Lugani Sethi, Pre- Requisites for Trenchless Technology. Civil Engineering and Construction Review October 2000- page 21
4)Sarkar A.K, Trenchless Technology and INDSTT In India. Civil Engineering and Construction Review October 2000- page 13
5)The Construction Journal of India November 2001- page21
6)http://www.google.com
Reference: http://www.seminarprojects.com/Thread-trenchless-technology-full-report#ixzz1hdFnIDfv