Tunneling(4)
V]
TUNNELING THROUGH THE FRACTURES ZONES:-
1) Fracture is defined
as passive consequencies of tectonic forces that were acting in the Deccan trap
without any movement. But it is fear of only leakage due to which rock
decomposed on both sides of fractures.
2) fractures are not
shear zones but are merely vertical and nearly vertical fractures along which
no movement has been takes place.
3) Fractures is seen to
be cutting a no. of lava flows without movement. It is only possible channel of
leakage.
4) If tunnel is across
the fractures the site is completely suitable without any trouble.
i) Malshaj ghat tunnel- tunnel left
unlined 3 fractures are crossing.
ii) Borg hat tunnel.
5) If tunnel is along
the fractures then it creates trouble of roof falls and leakage of water lining
is required.
i) Katraj ghat tunnel – Poona- Banglore road
NH-4.
The impervious rock formation
should be selected for tunneling. The water bearing formation should be
completely avoided. The ground water is most trouble some single factor in
tunneling because not only does it create difficulties of it own also
aggravates other difficulties. Therefore detailed ground water studies must be
essential part of geological investigation for all tunnels. Those which are in low-lying
area or area of heavy precipitation, or those passing below rivers.
Eg:- 1) Bassein creck
tunnel.
2) Koyna 3rd stage tail race
tunnel.
3) Sanjacinto tunnel in California.
TUNNELING
THROUGH SOFT ROCKS:-
1) Tunneling in soft
material ( unconsolidated ) will be easier than in hard consolidated rock.
2) Faster process in
soft material but it will not stand by them selves when support is removed.
Therefore the tunnel will need permanent lining.
3) Example:- i)
Ramganga dam project in Himalayas diversion tunnel- roof fall rock saturated
with water.
ii) Umian Barapani tunnel in
Meghalaya in loosely compacted sandstone band saturated with water roof
collapse take place.
I]
REQUIREMENT:-
1) There should not be
overbreak.
2) There should not be
roof collapse.
3) There should not be
ground water problem.
II]
TYPES:-
There are various types of tunnels
depends on purpose.
1) Road tunnel. 2)
Railway tunnel. 3) Water carrying tunnel. 4) Ventilation tunnel. 5) Power
tunnel.- i) Head race tunnel .
ii) Tail race tunnel.
iii) Pressure
fault.
III]
ENGG. GEOLOGY :-1) Economy.
2) Safety.
3) Speed.
IV]
TUNNELING
in D. T. rock / sedimentary rock / fault zone/ folded area / limestone
/fracture zone / jointed rock.
EXAMPLES:-
I)Tunnel
along strike – Lochobar tunnel in Scotland 40% along
60% across the strike rock was mica schist.
II)
Tunnel along jointed compact basalt- 1) Koyna 3rd
stage tail race tunnel. 2) Bassein creek tunnel carry water from Vaitarana
river to Bombey city.
III)
Tunnel along Amygdaloidal Basalt- 1) Koyna 3rd
stage head race tunnel. 2) Thal ghat ( Bombey – Delhi line) 3) Bhar ghat on (
Bombey – Pune line).
IV)
Tunnel along fault- 1) Koyna 3rd stage tail race
tunnel fault zone 13m collapsed. (Rank JCB). 2) Beas- Sutlag link project
(Jointed Quartzite).
V)
Tunnel along fracture- Tansa tunnel, Bhivpuri tunnel.
1) Katraj ghat tunnel – ( Pune-
Banglore NH4).
VI)
Tunnel across fracture- 1) Malshaj ghat tunnel. 2) Bhor
ghat tunnel. 3) Khandald tunnel. 4) Bhatsa TRT tunnel.
VII)
Ground water problem- 1) Bassein creek tunnel. 2) Koyna 3rd
stage tail race tunnel. 3) San Jacinto tunnel in California.
VIII)
Tunnel in unconsolidated sediments- 1) Ramganga dam project
diversion tunnel. 2) Umian Barapani tunnel in Meghalaya.
IX)
Tunnel in compact basalt ( RTB) &V.B.-
1) Arphal tunnel for Arphal dam project.
2) Man & Kanhar tunnel for Urmodi dam
project.
3) Khambati ghat tunnel on ( NH4- Pune –
Banglore).
4) Kamshet tunnel.
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