The document provides an overview of the Atal Tunnel project in India. It discusses the key details of the project including its location in the Himalayas, length of 9.02km, cost of 3200 crore, and ability to handle 3000 cars and 1500 trucks per day. It also summarizes the major construction challenges like dealing with the Seri Nala fault zone, ensuring alignment precision, and addressing extreme weather conditions. Safety features of the tunnel are highlighted such as telephone connections every 150 meters and fire hydrants every 60 meters.
Atal tunnel is one of longest tunnel made over the 10000ft altitude. It significantly reduces travel time to Ladakh form Himachal Pradesh and will provide yeal long connectivity.
"Lucknow metro Rail Project "Training Internship Report which is Submitted by Aditya Pratap Singh NIT JAMSHEDPUR . Detailed Report is very Conceptual .
Presentation on Chenab Bidge.
Indian Railways has undertaken the mega- project of construction of a new railway line in the State of Jammu and Kashmir. The Chenab Bridge is a railway steel and concrete arch bridge under construction between Bakkal and Kauri in the Reasi from Udhampur to Baramulla.
Atal tunnel is one of longest tunnel made over the 10000ft altitude. It significantly reduces travel time to Ladakh form Himachal Pradesh and will provide yeal long connectivity.
"Lucknow metro Rail Project "Training Internship Report which is Submitted by Aditya Pratap Singh NIT JAMSHEDPUR . Detailed Report is very Conceptual .
Presentation on Chenab Bidge.
Indian Railways has undertaken the mega- project of construction of a new railway line in the State of Jammu and Kashmir. The Chenab Bridge is a railway steel and concrete arch bridge under construction between Bakkal and Kauri in the Reasi from Udhampur to Baramulla.
Basic information of bridge
The bridge site
Description of bridge
Design of bridge
Construction method
Conclusion
uploaded by muzafar farooq zhcet amu aligarh
Chenab Bridge, Jammu and Kashmir - Railway TechnologyPradeep Kumar
The Chenab Bridge is an arch bridge under construction in India. It spans the Chenab River between Bakkal and Kauri, in Reasi district of Jammu and Kashmir
The Evolution of Sublevel Caving at Trojan Mine, Bindura, Zimbabwe, J G TaylorJohn Guy Taylor
Several technical and economic factors have to be taken into
consideration in developing an optimal mining method. This paper
describes some of the important factors learnt during the evolution of the
sub-level cave mining method at Trojan Nickel Mine, part of the Bindura
Nickel Corporation (BNC) in Zimbabwe.
GOOGLE HAVING UNIQUE HR PRACTICES STILL LEAD TO HIGH TURNOVERAdma MAHARJAN
Google attracts lot of talents working together, but indeed few of them are working on new programs. The division of work team is too hard to break, which means that most of your time will be spent on improving small majorization or keeping stable. For willing young, working for Google means stable but sometimes boring. A great invention for you is a little improvement for Google. It’s easier to implement a new idea in a small company and get successful. This is also why many people leave Google to small startup companies.
Tunnel ventilation ppt tunnel asia 2013Hitesh Khanna
THis presentation deals with Tunnel Ventilation concepts, with special reference to T80, India's longest transportation tunnel across Pir Panjal range, connecting Jammu region to Kashmir valley
When scaling Agile, an effective Scrum of Scrums is fundamental to success. This presentation covers common patterns for Scrum of Scrums, with varied purpose and format. Successful practices, learned experience, potential anti-patterns, and alternatives to Scrum of Scrums are included.
Presented at Agile New England as an ANE 101 session on 4 February 2021.
Uses of special kind of technologies for implementation of special kind of st...Rajesh Prasad
The said technical paper was presented by Rajesh Prasad in IC TRAM 2018 (International Conference- Technological Advancement in Railways and Metro Projects at Manekshaw Centre New Delhi on 04.10.2018
Construction Time Analysis For Different Steps In Drill-And-Blast Method Of H...IJERA Editor
One of the most important factors influencing the decision whether and how a tunnel is to be built are the estimated time and costs of construction. This study is based on construction time analysis for different steps in drill-and-blast method of hydro power tunnel excavation in working phase of 6.256,00 meters of tunnels which have different diameters varying from 4,20 to 7,60. There are made 737 field measurements and it is seen that many of the machinery and workmanship productions rates per unit time are significantly lower, varying from 35% to 50%, of that defined in their technical specifications, measurements indicate that highest performance is reached in 7,60m diameter tunnel excavation. It is believed that these data will be helpful for planning and management process of tunnel construction projects, especially those planned to be built in Albania where labor market carries similar features.
Basic information of bridge
The bridge site
Description of bridge
Design of bridge
Construction method
Conclusion
uploaded by muzafar farooq zhcet amu aligarh
Chenab Bridge, Jammu and Kashmir - Railway TechnologyPradeep Kumar
The Chenab Bridge is an arch bridge under construction in India. It spans the Chenab River between Bakkal and Kauri, in Reasi district of Jammu and Kashmir
The Evolution of Sublevel Caving at Trojan Mine, Bindura, Zimbabwe, J G TaylorJohn Guy Taylor
Several technical and economic factors have to be taken into
consideration in developing an optimal mining method. This paper
describes some of the important factors learnt during the evolution of the
sub-level cave mining method at Trojan Nickel Mine, part of the Bindura
Nickel Corporation (BNC) in Zimbabwe.
GOOGLE HAVING UNIQUE HR PRACTICES STILL LEAD TO HIGH TURNOVERAdma MAHARJAN
Google attracts lot of talents working together, but indeed few of them are working on new programs. The division of work team is too hard to break, which means that most of your time will be spent on improving small majorization or keeping stable. For willing young, working for Google means stable but sometimes boring. A great invention for you is a little improvement for Google. It’s easier to implement a new idea in a small company and get successful. This is also why many people leave Google to small startup companies.
Tunnel ventilation ppt tunnel asia 2013Hitesh Khanna
THis presentation deals with Tunnel Ventilation concepts, with special reference to T80, India's longest transportation tunnel across Pir Panjal range, connecting Jammu region to Kashmir valley
When scaling Agile, an effective Scrum of Scrums is fundamental to success. This presentation covers common patterns for Scrum of Scrums, with varied purpose and format. Successful practices, learned experience, potential anti-patterns, and alternatives to Scrum of Scrums are included.
Presented at Agile New England as an ANE 101 session on 4 February 2021.
Uses of special kind of technologies for implementation of special kind of st...Rajesh Prasad
The said technical paper was presented by Rajesh Prasad in IC TRAM 2018 (International Conference- Technological Advancement in Railways and Metro Projects at Manekshaw Centre New Delhi on 04.10.2018
Construction Time Analysis For Different Steps In Drill-And-Blast Method Of H...IJERA Editor
One of the most important factors influencing the decision whether and how a tunnel is to be built are the estimated time and costs of construction. This study is based on construction time analysis for different steps in drill-and-blast method of hydro power tunnel excavation in working phase of 6.256,00 meters of tunnels which have different diameters varying from 4,20 to 7,60. There are made 737 field measurements and it is seen that many of the machinery and workmanship productions rates per unit time are significantly lower, varying from 35% to 50%, of that defined in their technical specifications, measurements indicate that highest performance is reached in 7,60m diameter tunnel excavation. It is believed that these data will be helpful for planning and management process of tunnel construction projects, especially those planned to be built in Albania where labor market carries similar features.
Presentation about Under-construction Mahakali Bridge Project in 3 days Training Program on Construction and Quality Control of PSC Bridges चैत्र ११,१२,१३ ,२०७७ organized by
Federal Road Supervision and Monitoring Office, Surkhet
Tunnel T80 across Pir Panjal Mountain Range: The Longest Transportation Tunne...Hitesh Khanna
The Presentation Covers the General Technical Features of Tunnel T 80 across Pir Panjal Mountain Range, for Kashmir Rail Link. This presentation was made at Civil Engineering Society, IIT Kanpur on 30th September 2013.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
Contact with Dawood Bhai Just call on +92322-6382012 and we'll help you. We'll solve all your problems within 12 to 24 hours and with 101% guarantee and with astrology systematic. If you want to take any personal or professional advice then also you can call us on +92322-6382012 , ONLINE LOVE PROBLEM & Other all types of Daily Life Problem's.Then CALL or WHATSAPP us on +92322-6382012 and Get all these problems solutions here by Amil Baba DAWOOD BANGALI
#vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore#blackmagicformarriage #aamilbaba #kalajadu #kalailam #taweez #wazifaexpert #jadumantar #vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore #blackmagicforlove #blackmagicformarriage #aamilbaba #kalajadu #kalailam #taweez #wazifaexpert #jadumantar #vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore #Amilbabainuk #amilbabainspain #amilbabaindubai #Amilbabainnorway #amilbabainkrachi #amilbabainlahore #amilbabaingujranwalan #amilbabainislamabad
2. CONTENT
PROJECT OVERVIEW
PROJECT TIMELINE
NEED FOR PROJECT
CHIEF ENGINEER
STANDOUT FEATURES OF ATAL
TUNNEL
SURVEY AND PREPARATION OF DPR
CONSTRUCTION OF TUNNEL
CONSTRUCTION CHALLENGES
SAFETY FEATURES
REFRENCES
3. PROJECT OVERVIEW
PROJECT NAME :- ROHTANG PASS HIGHWAY TUNNEL WHICH IS NOW KNOWN AS
ATAL TUNNEL
LOCATION :- PIR PANJAL RANGE OF HIMALAYAS
CLIENT :- BORDER ROAD ORGANISATION
CONTRACTOR :- STRABAGS AG – AFCONS
SHAPE ( CROSS SECTION) OF TUNNEL :- HORSESHOE
CONSTRUCTION TECHNIQUE :- DRILL & BLAST WITH NATM
COST OF PROJECT :- 3200 CRORE
LENGTH, ROAD WIDTH & CARRIAGE WIDTH :-9.02 KM, 10.5 METRE & 4 METRE
DESIGNED FOR :- 3000 CARS & 1500 TRUCKS PER DAY AT MAX DESIGN SPEED
DESIGN SPEED OF TUNNEL :- 80 KM/HOUR
LONGEST ROAD TUNNEL IN WORLD WITH THE ELEVATION OF 10000 FEET ABOVE
MSL
PROJECT CONNECTIVITY:- FROM LAHAUL SPITTI VALLEY TO OTHER TOURIST
7. CHIEF ENGINEER
Chief Engineer KP Purushothaman was the man
who led the construction of Atal tunnel.
He holds PG Diploma & MBA in Construction
Management, cracked UPSC in 1987 & worked as
a Executive Engineer in Andaman & Nicobar. He
also was the part of many important road projects
on China, Pakistan.
He is the chief of Border Road Organization.
3000 workers, 770 engineers, supervisors,
consultants, & contractors working at same time
24 hours in 3 different shifts.
Under his guidance cost od 800 Crores was saved
from 4000 Crores which was the budget issued.
8. STANDOUT FEATURES
The tunnel will provide all-weather
connectivity to remote border areas of
Himachal Pradesh and Ladakh which
otherwise remain cut-off from the rest of the
country for about six months during winters.
It is also the country’s first tunnel to have an
escape tunnel at every 500m below pavement
(3.5 * 2.25)m.
The project has almost saved travelling of
almost 46 KM.
The project is been more significant due to
rising tensions between india and china on
eastern front. The army trucks and army
convoys can now easily travel through tunnel
and can easily overcome hostage situations.
9. SURVEY & PREPARATION OF DPR
RITES Ltd (Govt PSU of Indian Railway )along
with some geo -consults from Austrian
consultancy firm had the responsibility of Survey
and preparation of DPR. They engaged
themselves in 1990 and submitted the Phase-1
report in April 1994 which included the following
Surface Studies including Geological, Remote
Sensing, Geomorphological.
Construction of Exploratory Drift at both
Portals Drill for tunnel alignment and
laboratory tests.
Fixing of Portal Locations and ground marking
of tunnel alignment.
Preliminary design based on initial laboratory
tests. Construction planning, equipment,
survey, evaluation of construction material,
10. RITES Ltd Phase-2 Report- It was submitted
in 1996 and included the following
Detailed report including civil drawings,
test results, and specifications & Conditions
of contract.
HVAC and safety system with drawings.
Design of Tunnel Section, support system,
lighting, etc.
Preparations of Schedule of Quantities.
conditions of contract and listing of codes
Construction methods, cost analysis, and
equipment requirement.
Leakage, dewatering, grouting, blasting,
and support system.
Construction schedule, supervision of
contract, and maintenance of tunnel.
11. RITES Ltd Phase-3 Report- following
aspects were covered in Phase-3
Tunnel alignment and new South
Portal location.
Geological and Geotechnical
aspects.( Seri Nala flow, Rock
structures & strata, seismic factors
etc)
EIA & Traffic studies.
Tunnel design , Ventilation system &
Project cost.
12. CONSTRUCTION OF ATAL TUNNEL
Rohtang tunnel construction is based on the
NATM strategy. NATM works on the principle of
continuous observations made after each execution
cycle. As the Himalayan range has varying
geological conditions this is the best suited
methodology for construction of the tunnel.
The main principle of NATM is that the
surrounding rock provides main support to the
tunnel excavated and additional support if needed
is provided to maintain the strength of rock and
prevent disintegration .
The surrounding rock itself therefore behaves as a
structural arch which acts as a load bearing
member.
13.
14.
15. • The main tunneling and construction activities were
organized and carried out as under:
Top heading and half sided benching: The top heading
(or upper half) of the tunnel section is excavated first
and supported by shotcrete (sprayed concrete lining)
and benching (lower half).
Deep invert excavation: Excavation for lowest section of
tunnel i.e., floor. Section of excavation.
Main tunnel drainage is provided and concreting is
done on egress tunnel (outlet) base slab.
First lining kicker concreting.
Precast emergency egress structures installation.
Pavement drainage and pit installation works.
Second lining kicker concreting and backfilling up to
road level.
16. Cable ducts installation and concreting
base of walkway.
Final arch concreting over lining and
ventilation slab reinforcing and
concreting.
The road is constructed by pavement
quality concrete with dry lean concrete
laid as base.
Kerb installations and walkway
(footpath) works.
Safety installations, Electrical works and
finishing works.
Storage caverns for fire water and
turning bay caverns.
17. CONSTRUCTION CHALLENGES
1) Seri Nala fault zone: This is the longest shear zone ever encountered in a single
stretch, approximately 587.5m in any tunnel construction. The tunnel is passing
under Seri Nala, because of which weathering of rock occurs, muck along with
water started to flow from the face. Heavy inflow of water at a rate of 8000 litres
per minute was experienced. So, while tunneling through this zone, the team faced
many unexpected difficulties and overcame them using various solutions based on
the condition at that place.
Plugging with sandbags, applying a thick layer of shotcrete is done to control the
muck flow in the tunnel.
Certain holes are provided in the crown region for pressure relief and drainage
purposes, so that water can be channelized and removed.
Pre-grouting is done through the previously drilled holes with OPC and micro fine
cement through a reasonable pressure as required depending on location.
18.
19. 2) High overburden at North Portal
Main challenge encountered is due to high stress conditions and resulting pressures due to
surrounding rock.
During excavation due to sudden release of stresses rock were prone to exhibit rock bursting and
rock squeezing around the periphery of opening.
Even delayed release of stress along these planes caused problems like cracks in lining,
excessive stress on rock bolts and bending of rock bolt plates.
This varied behavior of rock brought new challenges in front of the team. Therefore, such
behavior of rock is regularly and accurately monitored and these problems are encountered by
taking necessary measures using Lining stress controllers (LSC).
3) Sudden collapse of tunnel:
While construction, the tunnel roof of 50m stretch suddenly collapsed and fortunately it didn’t
cause any loss of life. This caused a hindrance in the progress of work.
20. Various measures were taken to avoid collapse of tunnel like rock bolting after
clearing muck, rock bolting with wire mesh and shotcrete were done
monolithically, continuous monitoring of deformations and deflections, piped
roofing to take high overburden.
21. 3) VENTILATION BUILDING:
The installation of the ventilation building at South Portal became a very
challenging task as it is located in a landslide region.
Constructing of the building in a stable deep rock cut, anchoring walls of the
ventilation buildings to arrest movement of building and providing measures
against sliding of slope like anchoring after removing loose cover from the
slope, providing an avalanche gallery.
Even at the north portal installation of the ventilation building has been
challenging as there is no sufficient space available and must be built along
the slope.
This slope is in a high avalanche prone area. Finally the building was
constructed in a straight alignment along the tunnel on a raft foundation in a
safe zone devoid from avalanche.
22.
23. 4) ALIGNMENT PRECISION WHILE PROGRESSING:
Construction of the tunnel was carried out from two ends simultaneously.
Electronic total station survey instruments were used for the purpose of
alignment of tunnel.
Due to their magnetic nature, they were getting affected because of huge
support installations made of steel as the tunneling is being progressed. Inertial
precision technology (gyro-meters) is used to counter after every one km of
excavation.
5) TRANSPORTATION:
Transportation availability to the site is not a smooth process in this young
Himalayan region.
Many challenges are faced during material transportation and this somewhat
added to the delay in work execution.
24. 6) EXTREME WEATHER:
Rohtang valley region remains inaccessible due to heavy snowfall nearly 6
months; as a result construction work can be carried out only for 6 months in one
year. Therefore the project implementation got hindered and delayed.
Due to extreme cold conditions at site workers were also having bad effects on
health. Medical aid is provided accordingly.
7) COMMUNICATION ISSUE:
Due to remoteness of the site and extreme weather conditions like snowfall no
proper network is available and wireless communication through radio is not
possible.
So installing cables is the only option which is done with the help of BSNL.
25. 8) EXCESSIVE SNOWFALL:
The tunnel project site faces excessive snowfall in the winters and experiences
subzero temperatures accompanied by frequent avalanches.
North Portal as such remains closed throughout the winters almost 6 months.
26. SAFETY MEASURES IN TUNNEL
The Tunnel has ample safety features built into it.
Some of the key safety features are
Tunnel entry barriers at both portals.
Telephone connections at every 150 Meters for
Emergency communication.
Fire hydrant mechanisms at every 60 meters.
Auto incident detection system with CCTV
cameras at every 250 Meters.
Air quality monitoring at every 1 Km.
Evacuation lighting / exit signs at every 25
Meters.
Broadcasting system throughout the tunnel.
Fire rated Dampers at every 50 Meters.
Cameras at every 60 Meters.
27.
28.
29. REFRENCES
INTERNATIONAL JOURNAL OF INNOVATIONS IN ENGINEERING
RESEARCH AND TECHNOLOGY [IJIERT] ISSN: 2394-3696 Website:
ijiert.org VOLUME 8, ISSUE 8, Aug. -2021.
Compendium on Atal Tunnel issued by Border Road Organisation.
https://www.encardio.com/blog/rohtang-pass-tunnel-case-study-geotechnical-
monitoring-instrumentation/
http://testcf.constrofacilitator.com/the-atal-rohtang-tunnel-a-look-into-the-
construction-marvel/
https://www.slideshare.net/Bimenpreet/atal-rohtang-tunnel-construction-
process-challenges-and-features