TBM FOR MINING APPLICATIONS

Size: px
Start display at page:

Download "TBM FOR MINING APPLICATIONS"

Transcription

1 TBM FOR MINING APPLICATIONS

2 TBM DESIGN EVOLUTION NO DESIGN EVOLUTION IN TBM FOR MINING IN SINCE 1960 s TBM DESIGN INNOVATION HAS BEEN FOCUSED ON: SOFT GROUND SLURRY AND EPB SHIELDED TBMS SHIELDED TBM FOR MIX ROCK AND SEGMENTAL LINING INSTALL. HARD ROCK OPEN TBMS REMAINS VIRTUALLY UNCHANGED NEVER A SPECIFIC TBM FOR MINING APPLICATION WAS DEVELOPED

3 IN 2008 SELI DEVELOPED A NEW TYPE OF TBM FOR AN ANGLO AMERICA MINE THE LOS BRONCHES COPPER MINE IN CHILE

4 THE LOS BRONCHES EXPLORATORY TUNNEL ORIGINAL ALIGNMENT REDUCED PORTAL SPACE MODIFIED ALIGNMENT 8 KM LONG 4,5 m bore diameter

5 Andesite for m Rhyodacite porphyry for m Tourmaline breccia for m Chlorite breccia for 100 m Faults for 25 m FORESEEN TUNNEL GEOLOGY Quartz monzonite for m Andesite for m Rhyodacite porphyry for m Tourmaline breccia for m Chlorite breccia for 100 m Faults for 25 m

6 DSU COMPACT TBM SYSTEM DESIGN TARGETS COPE WITH WIDE RANGE OF ROCK AND CONDITIONS ABLE TO INSTALL AN COMPLETE SUPPORT SYSTEM AS NEAR AS POSSIBLE TO THE FACE (ALL IN L1 SECTION) INCREASE SAFETY STANDARDS IMPROVE LOGYSTIC (EASY TO TRANSPORT, FAST ASSEMBLY/DISASSEMLY, REDUCED PORTAL INSTALLATIONS) REDUCED LABOUR FOR OPERATION AND MAINTENANCE

7 INTEGRATED SYSTEM DESIGN NEW TBM TYPE NEW COMPACT BACK UP DESIGN COMPLEMENTARY TUNNEL TRANSPORT SYSTEMS AND LINES COMPACT PORTALS INSTALLATION

8 DSU COMPACT TBM FLAT CHD 19 CUTTERS GROUND TREATMENTS 360 PATTERN HOLES ROOF FINGER SHIELD FOR ROCK BOLTS AND STEEL SETS PREFABRICATED PANELS AUXILIARY THRUST TO ADVANCE THROUGH FAULTS SHORT CONICAL SHIELDS LARGE GRIPPER PADS

9 DSU COMPACT TBM AUXILIARY GRIPPERS LARGE BUCKEST WITH GRILL BARS

10 DSU COMPACT TBM 300 mm THICK PLATE CHD NO STEPS TELESCOPIC JOINT ROOF AND PROBE DRILLS 6 M LONG CONICAL SHIELDS STEEL SETS PANELS ERECTOR

11 COMPACT BACK UP SYSTEM L1 SEVEN CONTAINERISED DECKS ONLY 60 M LONG TUNNEL CONVEYOR

12 PORTAL LOCATION DIFFICULT ACCESS IN WINTER Condivisione HARD di MINE TRUCK TRAFFIC WINTER CLIMATE

13 PORTAL INSTALLATIONS PORTAL INSTALLATIONS

14 WINTHER WEATHER WINTER WEATHER IMPOSED TBM ASSEMBLY AND INSTALLATIO NS TO BE LOCATED INSIDE THE TUNNEL

15 AUX. THRUST ON STEEL SETS PANELS TBM ASSEMBLY WINTER WEATHER IMPOSED TBM ASSEMBLY AND INSTALLATIO NS TO BE LOCATED INSIDE THE TUNNEL BOLTED STRUCTURES FOR ASS/DISASS. UNDERGROUND

16 WINTHER WEATHER WINTER WEATHER IMPOSED TBM ASSEMBLY AND INSTALLATIO NS TO BE LOCATED INSIDE THE TUNNEL INSTALLATIONS ENTIRELY UNDERGROUND

17 ROCK BOLTS ROCK SUPPORTING SYSTEM STEEL SET PANELS

18 RUNNING BLOCKS IN FRONT OF CHD Condivisione di RESIN TREATED THROUGH obiettivi BLOCKS e traguardi BUKETS TBM STARTED TO BORE IN A FAULT AREA

19 WINTH WINTER WEATHER IMPOSED TBM ASSEMBLY AND INSTALLATIO NS TO BE LOCATED INSIDE THE TUNNEL STEEL PANELS ERECTED THROUGH THE FAULT

20 TUNNEL ALIGNMENT MOVED TO HIGH COVERS AND BETTER ROCK CONDITIONS VERY HARD ROCK OVER 300 MPA

21 SOUND ROCK FREE FROM FRACTURE S

22 WATER INFLOWS UP TO 300 LT/SEC

23 HIGH PRESSURE WATER INFLOWS FROM PROBE HOLE

24 PUMPING WATER IN THE TUNNEL INVERT

25 SYSTEMATIC ROCK BURSTS UNDER HIGH COVER

26 SYSTEMATIC ROCK BURSTS UNDER HIGH COVER

27 PERFORMANCES TBM EXCAVATED 4500 m SO FAR WAS ABLE TO ADVANCE THROUGH ALL ROCK CONDITIONS N GOOD HARD ROCK REACHED PEAKS OF 46 m/day AND 575 m/month AVERAGE ADVANCES UNDER MIX ROCK CONDITIONS ARE IN THE REGION OF m/day THESE AVERAGES ARE MORE THAN DOUBLE THAN ANGLO AMERICAN FORECASTS IN SAME ROCK CONDITIONS/DISTRIBUTION

28 PERFORMANCES

29 SAFETY SAFETY EQUIPMENT AND PROCEDURES WERE DESIGNED TO COPE WITH STRINGENT ANGLO AMERICAN STANDARDS 2 HOURS PER DAY WERE DEDICATED TO SAFETY TRAINING OF THE TUNNEL CREWS WITH NO PRODUCTION NO SIGNIFICANT ACCIDENTS OCCURRED DESPITE THE ENCOUNTERED DIFFICULT GROUND CONDITIONS

30 CONCLUSIONS THE DSU COMPACT SYSTEM TBM PROVED TO OUTPERFORMS UNDER SEVERAL POINT OF VIEW IN A MINING ENVIRONMENT THE LOS BRONCHES MINE IS SATISFIED ABOUT PRODUCTION, SAFETY AND QUALITY OF THE WORKS IL FUTURO PERFORMED DI AND SELI HAS EXTENDED BY ADDITIONAL 3+2=5 KM THE TOTAL TONNEL TO BE BORED BY TBM METHOD THIS SUCCESS PROVE THAT THERE IS STILL A LOT OF SPACE FOR INNOVATION AND SPECIAL TBM APPLICATIONS FOR MINING

GIBE II TUNNEL PROJECT - ETHIOPIA - 40 BARS OF MUD ACTING ON THE TBM

GIBE II TUNNEL PROJECT - ETHIOPIA - 40 BARS OF MUD ACTING ON THE TBM GIBE II TUNNEL PROJECT - ETHIOPIA - 40 BARS OF MUD ACTING ON THE TBM IL FUTURO DI SELI SPECIAL DESIGNS AND MEASURES IMPLEMENTED TO FACE ONE OF THE MOST DIFFICULT EVENT IN THE HISTORY OF TUNNELING Condivisione

More information

Kishanganga hydroelectric project (J&K India) head race tunnel tunneling by Tbm under Himalaya mountains dealing with adverse conditions

Kishanganga hydroelectric project (J&K India) head race tunnel tunneling by Tbm under Himalaya mountains dealing with adverse conditions World Tunnel Congress 2013 Geneva Underground the way to the future! G. Anagnostou & H. Ehrbar (eds) Kishanganga hydroelectric project (J&K India) head race tunnel tunneling by Tbm under Himalaya mountains

More information

Hard Rock TBM Tunneling Technical Developments and Recent Experience

Hard Rock TBM Tunneling Technical Developments and Recent Experience Hard Rock TBM Tunneling Technical Developments and Recent Experience *Jean-Daniel Brabant 1) and Ruben Duhme 1) 1), Herrenknecht Asia Headquarters, Singapore 1) duhme.ruben@herrenknecht.com ABSTRACT The

More information

HARD ROCK TBMs. Levent Ozdemir. Tunneling Consultant

HARD ROCK TBMs. Levent Ozdemir. Tunneling Consultant HARD ROCK TBMs Levent Ozdemir Tunneling Consultant HARD ROCK TBM TYPES Main-Beam (open, gripper) Single Shield Double Shield MAIN-BEAM HARD ROCK TBM MAIN-BEAM HARD ROCK TBM SINGLE SHIELD CROSS-SECTION

More information

Real-time prediction during TBM advance.

Real-time prediction during TBM advance. Real-time prediction during TBM advance. Risk management through the BEAM in Doha Metro Project F. Bove Seli Overseas S.p.A., Rome, Italy. R. Grandori Seli Overseas S.p.A., Rome, Italy. ABSTRACT: The Bore

More information

H A R D R O C K T B M D E S I G N F E AT U R E S F O R D I F F I C U LT G R O U N D C O N D I T I O N S. Tyler Sandell The Robbins Company

H A R D R O C K T B M D E S I G N F E AT U R E S F O R D I F F I C U LT G R O U N D C O N D I T I O N S. Tyler Sandell The Robbins Company RISK MANAGEMENT: H A R D R O C K T B M D E S I G N F E AT U R E S F O R D I F F I C U LT G R O U N D C O N D I T I O N S Tyler Sandell The Robbins Company PRESENTATION OUTLINE RISK MANAGEMENT IN DIFFICULT

More information

Olympic Games 2014 transportation system The TBM tunnelling story

Olympic Games 2014 transportation system The TBM tunnelling story Olympic Games 2014 transportation system The TBM tunnelling story Lars Langmaack 1, Alexander P. Severin 2, André Germann 3 1 BASF Construction Chemicals, Switzerland 2 Bamtonnelstroy, Director General

More information

TBM erection chamber HALLANDSÅS TUNNELS. Mid-adit. Hallandsås ridge. Probe hole. 06 June 2009

TBM erection chamber HALLANDSÅS TUNNELS. Mid-adit. Hallandsås ridge. Probe hole. 06 June 2009 TBM erection chamber HALLANDSÅS TUNNELS Mid-adit Hallandsås ridge 06 June 2009 Probe hole General project information Part of the West coast line railway project in South Sweden 2 tunnels 8.5 km long with

More information

Predicting rock conditions ahead of the face

Predicting rock conditions ahead of the face Predicting rock conditions ahead of the face Dr Thomas Dickmann, Product Manager Geophysics, Amberg Technologies AG Seismic methods of predicting rock conditions ahead of the tunnel face have developed

More information

Pressurised TBMs and their interaction with weathered rock. Nick Shirlaw

Pressurised TBMs and their interaction with weathered rock. Nick Shirlaw Pressurised TBMs and their interaction with weathered rock Nick Shirlaw Pressurised TBMs Two basic types: slurry or Earth Pressure Balance (EPB) Fundamental differences in how they provide pressure to

More information

Logistics and Performance of a Large-Diameter Crossover TBM for the Akron Ohio Canal Interceptor Tunnel

Logistics and Performance of a Large-Diameter Crossover TBM for the Akron Ohio Canal Interceptor Tunnel Logistics and Performance of a Large-Diameter Crossover TBM for the Akron Ohio Canal Interceptor Tunnel Pablo Salazar Robbins Connor Maxon Kenny-Obayashi JV ABSTRACT: The Ohio Canal Interceptor Tunnel

More information

Challenge to the tunnel construction that supports national resilience

Challenge to the tunnel construction that supports national resilience Technical Seminar on Road Transportation Infrastructure for ASEAN Integration Tunnel Session Challenge to the tunnel construction that supports national resilience Teppei Tomita Project Manager Department

More information

Extreme Excavation in Fault Zones and Squeezing Ground at the Kargi HEPP in Turkey

Extreme Excavation in Fault Zones and Squeezing Ground at the Kargi HEPP in Turkey Jim CLARK (*) SEE Tunnel : Promoting Tunneling in SEE Region ITAWTC 2015 Congress and 41 st General Assembly May 22-28, 2015, Lacroma Valamar Congress Center, Dubrovnik, Croatia Extreme Excavation in Fault

More information

Boring with no. 3 EPB TBMs in chaotic Lahar formations under variable cover

Boring with no. 3 EPB TBMs in chaotic Lahar formations under variable cover World Tunnel Congress 2013 Geneva Underground the way to the future! G. Anagnostou & H. Ehrbar (eds) Boring with no. 3 EPB TBMs in chaotic Lahar formations under variable cover (1), R. Grandori (1) (1)

More information

ISTANBUL STRAIT ROAD TUBE CROSSING

ISTANBUL STRAIT ROAD TUBE CROSSING ISTANBUL STRAIT ROAD TUBE CROSSING One of the three major projects at cross path of Europe and Asia 3 rd Bosphorous Bridge Crossing New International Airport Eurasia Tunnel Total Length 14.6 km Part 1

More information

Geological evidences of collapse zones in TBM tunneling; a case study of Ghomroud water conveyance tunnel, IRAN

Geological evidences of collapse zones in TBM tunneling; a case study of Ghomroud water conveyance tunnel, IRAN ATS11-02113 ABSTRACT Geological evidences of collapse zones in TBM tunneling; a case study of Ghomroud water conveyance tunnel, IRAN Mahdi Zolfaghari, Ehsan Mokhtari, Massoud Morsali Sahel consultant engineers,

More information

Geotechnical Monitoring for Safe Excavation of Large Rock Cavern: A Case Study

Geotechnical Monitoring for Safe Excavation of Large Rock Cavern: A Case Study The 31st International Symposium on Automation and Robotics in Construction and Mining (ISARC 2014) Geotechnical Monitoring for Safe Excavation of Large Rock Cavern: A Case Study A.Mandal a, C. Kumar b,

More information

Hard rock extreme conditions in the first 10 km of TBM driven Brenner Exploratory Tunnel

Hard rock extreme conditions in the first 10 km of TBM driven Brenner Exploratory Tunnel Hard rock extreme conditions in the first 1 km of TBM driven Brenner Exploratory Tunnel Remo Grandori S.E.L.I Spa, Rome, Italy Z. T. Bieniawski Bieniawski Design Enterprises, Prescott, Arizona, USA Dario

More information

Excavating Turkey s Most Challenging Project: The Gerede Water Transmission Tunnel

Excavating Turkey s Most Challenging Project: The Gerede Water Transmission Tunnel Excavating Turkey s Most Challenging Project: The Gerede Water Transmission Tunnel Brad Grothen 1, Yunus Alpagut 2 1 The Robbins Company, 5866 S. 194 th St., Kent, WA, 98032 USA, grothenb@robbinstbm.com

More information

Design and Implementation of a Large-Diameter, Dual-Mode Crossover TBM for the Akron Ohio Canal Interceptor Tunnel

Design and Implementation of a Large-Diameter, Dual-Mode Crossover TBM for the Akron Ohio Canal Interceptor Tunnel Design and Implementation of a Large-Diameter, Dual-Mode Crossover TBM for the Akron Ohio Canal Interceptor Tunnel E. Comis The Robbins Company D. Chastka Kenny/Obayashi JV ABSTRACT The Ohio Canal Interceptor

More information

Swelling Pressure Due to volumetric Expansion of a rock mass having swelling minerals when comes in contact with water

Swelling Pressure Due to volumetric Expansion of a rock mass having swelling minerals when comes in contact with water Basic Definitions Swelling Pressure Due to volumetric Expansion of a rock mass having swelling minerals when comes in contact with water Primitivestress Stress in the state of equilibrium Induced stress

More information

Evaluation of TBM performance in a Himalayan tunnel

Evaluation of TBM performance in a Himalayan tunnel World Tunnel Congress 2008 - Underground Facilities for Better Environment and Safety - India Evaluation of TBM performance in a Himalayan tunnel R.K. Goel Central Institute of Mining and Fuel Research,

More information

Rock mechanics related to mining: challenges and opportunities

Rock mechanics related to mining: challenges and opportunities Rock mechanics related to mining: challenges and opportunities Zong-Xian Zhang April 26, 2018 Zhang ZX, University of Oulu 1 Two missions of rock mechanics in mining engineering Destroy rock efficiently

More information

Final design of Belesar III and Los Peares III Hydropower Projects. (Galicia, Spain).

Final design of Belesar III and Los Peares III Hydropower Projects. (Galicia, Spain). Final design of Belesar III and Los Peares III Hydropower Projects. (Galicia, Spain). J. Baztán and A. Martín Gas Natural Fenosa Engineering, S.L.U, Madrid, Spain. J. M. Galera and D. Santos Subterra Ingeniería

More information

Statistical Analysis on Field Penetration Index in Shield TBM

Statistical Analysis on Field Penetration Index in Shield TBM Proceedings of the 2 nd World Congress on Civil, Structural, and Environmental Engineering (CSEE 17) Barcelona, Spain April 2 4, 2017 Paper No. ICGRE 131 ISSN: 2371-5294 DOI: 10.11159/icgre17.131 Statistical

More information

Ground settlement due to shield tunneling through gravelly soils in Hsinchu

Ground settlement due to shield tunneling through gravelly soils in Hsinchu Japanese Geotechnical Society Special Publication The 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering Ground settlement due to shield tunneling through gravelly soils in Hsinchu

More information

GEOTECHNICAL CONTROL DURING THE EXCAVATION OF THE TUNNEL OF GUADARRAMA

GEOTECHNICAL CONTROL DURING THE EXCAVATION OF THE TUNNEL OF GUADARRAMA GEOTECHNICAL CONTROL DURING THE EXCAVATION OF THE TUNNEL OF GUADARRAMA Isidoro Tardáguila Geocontrol S.A. Benjamín Celada Geocontrol S.A. José Miguel Galera Geocontrol S.A. ABSTRACT: The tunnels of Guadarrama

More information

Study of Soft Rock Roadway Support Technique

Study of Soft Rock Roadway Support Technique Available online at www.sciencedirect.com Procedia Engineering 26 (2011) 321 326 First International Symposium on Mine Safety Science and Engineering Study of Soft Rock Roadway Support Technique Haifeng

More information

Overview of Underground mining business

Overview of Underground mining business 1 Komatsu IR-DAY 2018 Overview of Underground mining business September 14 th, 2018 Masayuki Moriyama Senior Executive Officer President, Mining Business Division Chairman, Komatsu Mining Corp. Various

More information

Challenges and Innovations in Site investigation, Ground Behaviour Prediction and Risk Assessment for Deep Hard Rock Tunnels

Challenges and Innovations in Site investigation, Ground Behaviour Prediction and Risk Assessment for Deep Hard Rock Tunnels OCT 4 6, 2015 Queens University Kingston, ON Canada Challenges and Innovations in Site investigation, Ground Behaviour Prediction and Risk Assessment for Deep Hard Rock Tunnels Dr. Mark Diederichs, PhD.,

More information

COMPARING THE RMR, Q, AND RMi CLASSIFICATION SYSTEMS

COMPARING THE RMR, Q, AND RMi CLASSIFICATION SYSTEMS COMPARING THE RMR, Q, AND RMi CLASSIFICATION SYSTEMS PART 2: CORRELATIONS OF THE THREE SYSTEMS by Arild Palmström, Ph.D. RockMass AS, Oslo, Norway In Part 1, it was shown how the input parameters to the

More information

Scoping Calculations of TBM Advancement in Flysch and Breccias of Strait-of-Gibraltar Tunnel

Scoping Calculations of TBM Advancement in Flysch and Breccias of Strait-of-Gibraltar Tunnel EURO:TUN 2009 2 nd International Conference on Computational Methods in Tunnelling Ruhr University Bochum, 9-11 September 2009 Aedificatio Publishers, 369-376 Scoping Calculations of TBM Advancement in

More information

Introduction to Oil&Gas Well Drilling

Introduction to Oil&Gas Well Drilling Introduction to Oil&Gas Well Drilling Drilling Introduction to Oil&Gas Well Drilling The term drilling indicates the whole complex of operations necessary to construct wells of circular section applying

More information

1 Introduction. Abstract

1 Introduction. Abstract Abstract This paper presents a three-dimensional numerical model for analysing via finite element method (FEM) the mechanized tunneling in urban areas. The numerical model is meant to represent the typical

More information

10. GEOTECHNICAL EXPLORATION PROGRAM

10. GEOTECHNICAL EXPLORATION PROGRAM Geotechnical site investigations should be conducted in multiple phases to obtain data for use during the planning and design of the tunnel system. Geotechnical investigations typically are performed in

More information

Building on Past Experiences Worker Safety

Building on Past Experiences Worker Safety EOSC433: Geotechnical Engineering Practice & Design Lecture 11: Rock Stabilization Principles 1 of 43 Erik Eberhardt UBC Geological Engineering EOSC 433 (2016) Building on Past Experiences Worker Safety

More information

TBM "Boreability" in Hard Rock

TBM Boreability in Hard Rock JMConsulting-Rock Engineering TBM "Boreability" in Hard Rock Javier Macias, PhD Rock Engineering Consultant and Researcher JMConsulting-Rock Engineering AS Anvendt bergmekanikk 10.01.2018, Trondheim Outline

More information

Comparative study of TBM performance prediction models

Comparative study of TBM performance prediction models Comparative study of TBM performance prediction models *Tae Young KO 1), Seung Mo SON 2) and Taek Kon KIM 3) 1), 2, 3) SK Engineering & Construction, Seoul, 04534, Korea * tyko@sk.com ABSTRACT In this

More information

Carlos Baião Cenorgeo DESIGN AND CONSTRUCTION OF THE MACHICO-CANIÇAL CANIÇAL EXPRESSWAY TUNNELS

Carlos Baião Cenorgeo DESIGN AND CONSTRUCTION OF THE MACHICO-CANIÇAL CANIÇAL EXPRESSWAY TUNNELS Carlos Baião Cenorgeo carlos.baiao@cenor.pt DESIGN AND CONSTRUCTION OF THE MACHICO-CANIÇAL CANIÇAL EXPRESSWAY TUNNELS PRESENTATION LAYOUT Overall considerations Geological conditions Geological-geotechnical

More information

Influence of rock mass properties on TBM penetration rate in Karaj-Tehran water conveyance tunnel

Influence of rock mass properties on TBM penetration rate in Karaj-Tehran water conveyance tunnel Journal of Geology and Mining Research Vol. (), pp. -, October Available online http://www.academicjournals.org/jgmr ISSN 97 Academic Journals Full Length Research Paper Influence of rock mass properties

More information

EPB tunnelling in hard rock conditions and transition zones.

EPB tunnelling in hard rock conditions and transition zones. EPB tunnelling in hard rock conditions and transition zones. T. Babendererde Babendererde Engineers, Bad Schwartau, Germany. T. Berner I.GV(2), DB Projekt Stuttgart-Ulm GmbH, Germany. L. Langmaack Technical

More information

Instructional Objectives

Instructional Objectives GE 6477 DISCONTINUOUS ROCK 8. Fracture Detection Dr. Norbert H. Maerz Missouri University of Science and Technology (573) 341-6714 norbert@mst.edu Instructional Objectives 1. List the advantages and disadvantages

More information

ORAL PAPER PROCEEDINGS

ORAL PAPER PROCEEDINGS ITA - AITES WORLD TUNNEL CONGRESS 21-26 April 2018 Dubai International Convention & Exhibition Centre, UAE ORAL PAPER PROCEEDINGS Design and Construction of Bored Tunnels for Mumbai Metro Line 3 S.K. Gupta

More information

Salt Reduction using Innovative

Salt Reduction using Innovative Salt Reduction using Innovative Technology 2018 Road Salt Symposium Bill Schneider Winter Maintenance Problem Transportation agencies are tasked with treating roadways during snow and ice events ODOT spends

More information

Weak Rock - Controlling Ground Deformations

Weak Rock - Controlling Ground Deformations EOSC 547: Tunnelling & Underground Design Topic 7: Ground Characteristic & Support Reaction Curves 1 of 35 Tunnelling Grad Class (2014) Dr. Erik Eberhardt Weak Rock - Controlling Ground Deformations To

More information

Underground Excavation Design Classification

Underground Excavation Design Classification Underground Excavation Design Underground Excavation Design Classification Alfred H. Zettler alfred.zettler@gmx.at Rock Quality Designation Measurement and calculation of RQD Rock Quality Designation index

More information

Foreseen Challenges In Underground Tunneling For Mumbai Metro Line 3. S.K.GUPTA Director (Projects)/MMRCL

Foreseen Challenges In Underground Tunneling For Mumbai Metro Line 3. S.K.GUPTA Director (Projects)/MMRCL Foreseen Challenges In Underground Tunneling For Mumbai Metro Line 3 S.K.GUPTA Director (Projects)/MMRCL 25.05.2018 CONTENTS OF PRESENTATION Project Route Project Overview Challenges MML 3 Geology, Mumbai

More information

Northparkes Forty Years on and Still Prospective

Northparkes Forty Years on and Still Prospective Northparkes Forty Years on and Still Prospective September 2010 Location Tailings Impoundment E22 Pit E27 Pit Tailings Impoundment COBAR PARKES SYDNEY Dumps MINE LEASE E48 Deposit Plant Site Conveyor SITE

More information

JME Journal of Mining & Environment, Vol.3, No.2, 2012,

JME Journal of Mining & Environment, Vol.3, No.2, 2012, JME Journal of Mining & Environment, Vol.3, No.2, 2012, 89-98. Evaluation of TBM utilization using rock mass rating system: a case study of Karaj-Tehran water conveyance tunnel (lots 1 and 2) O. Frough

More information

GEOLOGY, SOILS, AND SEISMICITY

GEOLOGY, SOILS, AND SEISMICITY 4.9 GEOLOGY, SOILS, AND SEISMICITY 4.9.1 Introduction Information about the geological conditions and seismic hazards in the study area was summarized in the FEIR, and was based on the Geotechnical Exploration

More information

Guideline for Rock Mass Classification System

Guideline for Rock Mass Classification System Japan Sri Lanka Guideline for February 2018 Table of Contents 1 Introduction... 1 2 Geological and Geotechnical Condition of Sri Lanka... 5 2.1 Sri Lanka... 5 2.1.1 Geology... 5 2.1.2 Geotechnical Conditions...

More information

Europe / CERN studies for SB2009 ILC Re-Baseling Linear Collider Workshop of the Americas 28 September - 4 October 2009

Europe / CERN studies for SB2009 ILC Re-Baseling Linear Collider Workshop of the Americas 28 September - 4 October 2009 Europe / CERN studies for SB2009 ILC Re-Baseling J.Osborne CERN (CFS & CES) 2009 Linear Collider Workshop of the Americas 28 September - 4 October 2009 Contents ILC single tunnel solutions adapted to the

More information

SYLLABUS AND REFERENCES FOR THE STRATA CONTROL CERTIFICATE. METALLIFEROUS MINING OPTION Updated November 1998

SYLLABUS AND REFERENCES FOR THE STRATA CONTROL CERTIFICATE. METALLIFEROUS MINING OPTION Updated November 1998 CHAMBER OF MINES OF SOUTH AFRICA SYLLABUS AND REFERENCES FOR THE STRATA CONTROL CERTIFICATE METALLIFEROUS MINING OPTION Updated November 1998 1 PART 1 : THEORY 1.1 Basic principles of rock engineering

More information

DISTRICT 3 ACCIDENT AND INJURY PREVENTION INITIATIVE

DISTRICT 3 ACCIDENT AND INJURY PREVENTION INITIATIVE DISTRICT 3 ACCIDENT AND INJURY PREVENTION INITIATIVE What are we asking you to do? Take the Triple S Approach Step Up Speak Out Stand Firm, for Safety Quotations for Thought B.B King The beautiful thing

More information

Coal Mining Methods. Underground Mining. Longwall & Room and Pillar Mining. Fig. 1: Longwall Mining

Coal Mining Methods. Underground Mining. Longwall & Room and Pillar Mining. Fig. 1: Longwall Mining Coal Mining Methods Underground Mining Longwall & Room and Pillar Mining Longwall mining and room-and-pillar mining are the two basic methods of mining coal underground, with room-and-pillar being the

More information

BEAM System Real-time Ground Prediction while TBM-boring

BEAM System Real-time Ground Prediction while TBM-boring 2015-2018 METRO ATHENS Line 3 Extension 2016-2017 EPB TBM, 9.5m, INTEGRAL siltstones, serpentinites, Karst zones including large cavities Greece LOVAT limestones Uma Oya Multipurpose 2016-2017 2 Double

More information

Application of Core Logging Data to generate a 3D Geotechnical Block Model

Application of Core Logging Data to generate a 3D Geotechnical Block Model Application of Core Logging Data to generate a 3D Geotechnical Block Model Engineering Geology and Innovation: Research Infrastructure - Sustainable Development (I.A.E.G) Eleftheria Vagkli, M.Sc. Senior

More information

DESIGN AND CONSTRUCTION OF LARGE

DESIGN AND CONSTRUCTION OF LARGE DESIGN AND CONSTRUCTION OF LARGE TUNNELS IN SOIL AND FAULTED ROCK SENTVID TUNNEL MOTORWAY BYPASS OF LJUBLJANA Josef Daller, ic consulenten, Vienna - Austria International NATM Workshop Singapore 2010 LAYOUT

More information

Risk analysis on cutter head failure of shield in composite ground

Risk analysis on cutter head failure of shield in composite ground ISGSR2007 First International Symposium on Geotechnical Safety & Risk Oct. 18~19, 2007 Shanghai Tongji University, China Risk analysis on failure of shield in composite ground Y. R. Yan, H. W. Huang, Q.

More information

Site Investigations and Geotechnical Risk For Underground Construction Greg Raines, PE

Site Investigations and Geotechnical Risk For Underground Construction Greg Raines, PE August 14, 2017 Site Investigations and Geotechnical Risk For Underground Construction Greg Raines, PE Gregory.Raines@Stantec.com Develop Preliminary Geologic / Geotech Conceptual Model for the Project

More information

Groundwater inflows and management at Emily Ann and Maggie Hays underground nickel mines, Western Australia

Groundwater inflows and management at Emily Ann and Maggie Hays underground nickel mines, Western Australia Groundwater inflows and management at Emily Ann and Maggie Hays underground nickel mines, Western Australia John Waterhouse 1, Andrew Murie 1 and David Thomson 1 1 Golder Associates, 182 Lord Street, Perth,

More information

Determination of stope geometry in jointed rock mass at Pongkor Underground Gold Mine

Determination of stope geometry in jointed rock mass at Pongkor Underground Gold Mine Volume 5, Number 2, April 2009, pp.63-68 [TECHNICAL NOTES] Determination of stope geometry in jointed rock mass at Pongkor Underground Gold Mine Budi SULISTIANTO *, M. Safrudin SULAIMAN **, Ridho Kresna

More information

Record-Breaking Hard Rock TBM Tunneling in Remote Iceland

Record-Breaking Hard Rock TBM Tunneling in Remote Iceland Record-Breaking Hard Rock TBM Tunneling in Remote Iceland Brian Khalighi The Robbins Company, Kent, Washington, USA ABSTRACT Iceland s Kárahnjúkar Hydroelectric Project is an epic network of tunnels spanning

More information

Prediction of the rock properties ahead of a tunnel face by percussive long-hole drilling

Prediction of the rock properties ahead of a tunnel face by percussive long-hole drilling Volume 4, Number 1, September 2008, pp.9-13 [Technical Notes] Prediction of the rock properties ahead of a tunnel face by percussive long-hole drilling Masayuki YAMASHITA*, Katsunori FUKUI** & Seisuke

More information

WEIR INTERNATIONAL, INC. Mining, Geology and Energy Consultants

WEIR INTERNATIONAL, INC. Mining, Geology and Energy Consultants WEIR INTERNATIONAL, INC. Mining, Geology and Energy Consultants Introduction to Coal Mining History of Coal in the United States Coal was one of man s earliest sources of heat and light Coal was first

More information

Carborough Downs LW 4 Salvage Roof Fall and Recovery. February 2014

Carborough Downs LW 4 Salvage Roof Fall and Recovery. February 2014 Carborough Downs LW 4 Salvage Roof Fall and Recovery February 2014 Introduction 1) Mine Plan 2) Time Line 3) Roof Fall potential mechanism 4) Fall Recovery and Salvage Mine Plan LW4 salvage face and location

More information

Tunnel Boring Machines Hong Kong. Dr. Ian McFeat-Smith & Odd G. Askilsrud, PE

Tunnel Boring Machines Hong Kong. Dr. Ian McFeat-Smith & Odd G. Askilsrud, PE Chapter 25 Tunnel Boring Machines Hong Kong in Dr. Ian McFeat-Smith & Odd G. Askilsrud, PE Director, Charles Haswell & Partners (Far East) Ltd., Hong Kong Engineering Applications Manager, The Robbins

More information

ENGINEERING GEOLOGY AND ROCK ENGINEERING

ENGINEERING GEOLOGY AND ROCK ENGINEERING 1 ENGINEERING GEOLOGY AND ROCK ENGINEERING HANDBOOK NO. 2 Norwegian Group for Rock Mechanics (NBG) www.bergmekanikk.com Prepared in co-operation with Norwegian Tunnelling Society (NFF) Issued in 2000 SECRETARIAT:

More information

PREDICTION OF CUTTER WEAR USING RME

PREDICTION OF CUTTER WEAR USING RME PREDICTION OF CUTTER WEAR USING RME Bieniawski, Z. T. Bieniawski Design Enterprises (USA); profztb@cableone.com Celada, B.Universidad Politécnica de Madrid (Spain); bcelada@geocontrol.es Galera, J.M. Geocontrol

More information

Notes Week 1 Engineering Geology Problems

Notes Week 1 Engineering Geology Problems Notes Week 1 Engineering Geology Problems The Big Three of Engineering Geology 1. Will the ground bear the weight? (i.e. Subsurface materials? Rock or soft soil and sediment? Differential settlement?)

More information

Practical long-term planning in narrow vein mines a case study

Practical long-term planning in narrow vein mines a case study Underground Design Methods 2015 Y Potvin (ed.) 2015 Australian Centre for Geomechanics, Perth, ISBN 978-0-9924810-3-2 https://papers.acg.uwa.edu.au/p/1511_31_khani/ Practical long-term planning in narrow

More information

Open Access Support Technique of Horse Head in Weakly Cemented Soft Rock

Open Access Support Technique of Horse Head in Weakly Cemented Soft Rock Send Orders for Reprints to reprints@benthamscience.ae 852 The Open Civil Engineering Journal, 2015, 9, 852-856 Open Access Support Technique of Horse Head in Weakly Cemented Soft Rock Li Haixia *, Wang

More information

Grout pressure distribution during TBM tunnelling

Grout pressure distribution during TBM tunnelling Grout pressure distribution during TBM tunnelling Tiago Dias, PhD Adam Bezuijen, PhD Laboratory of Geotechnics, Ghent University, Belgium 9 th IS - Underground Constructions in Soft Ground São Paulo, Introduction

More information

A new design approach for highway rock slope cuts based on ecological environment protection

A new design approach for highway rock slope cuts based on ecological environment protection A new design approach for highway rock slope cuts based on ecological environment protection T. Lian-jin, Z. Li, W. Yunjie, W. Guang-yuan & Z. Yin-tao College of Architecture and Civil Engineering, Beijing

More information

Geotechnical considerations on TBM tunneling in rock mass

Geotechnical considerations on TBM tunneling in rock mass Geotechnical considerations on TBM tunneling in rock mass Saffet Yağız Pamukkale University, Engineering Faculty, Geological Engineering Department, Denizli 20020 Turkey KEYWORDS: Performance, rock mass,

More information

Dewatering of a Deep Shaft in a Complex Hydrogeologic Setting

Dewatering of a Deep Shaft in a Complex Hydrogeologic Setting Dewatering of a Deep Shaft in a Complex Hydrogeologic Setting Michael Gabora 1, Phillip Brown 2, Hank Ohlin 3, Korin Carpenter 3 and Greg French 3 1. Ausenco, USA 2. Independent Consultant, USA 3. Nevada

More information

PLEASE DOWNLOAD THE FULL PRESENTATION AT

PLEASE DOWNLOAD THE FULL PRESENTATION AT PLEASE DOWNLOAD THE FULL PRESENTATION AT http://www.telt-sas.com/en/asia-roadshow NEXT: CALLS FOR TENDERS HISTORY BENCHMARKING: THE GOTTHARD TUNNEL TELT: WHO WE ARE THE PROJECT GEOLOGICAL FRAMEWORK The

More information

TECHNICAL PROGRAM. (Nov. 20~22, 2017, Chutian International Hotel, Wuhan, China) Nov.20 Afternoon. Nov.21 Morning

TECHNICAL PROGRAM. (Nov. 20~22, 2017, Chutian International Hotel, Wuhan, China) Nov.20 Afternoon. Nov.21 Morning TECHNICAL PROGRAM (Nov. 20~22, 2017, Chutian International Hotel, Wuhan, China) Nov.20 Afternoon 12:00~21:00 Registration (Venue: lobby) 18:00~21:00 Buffet dinner (Venue: Xiangxie Hall) Nov.21 Morning

More information

NZQA unit standard New US6 to replace and version 1 Page 1 of 5

NZQA unit standard New US6 to replace and version 1 Page 1 of 5 Page 1 of 5 Title Demonstrate knowledge of mining methods, and analyse and select plant for metalliferous underground extraction Level 6 Credits 20 Purpose People credited with this unit standard are able

More information

Construction Technical Specifications on Rock-Foundation Excavating Engineering of Hydraulic Structures

Construction Technical Specifications on Rock-Foundation Excavating Engineering of Hydraulic Structures DL Electric Power Industry Standard of the People's Republic of China P DL I T 5389-- Construction Technical Specifications on Rock-Foundation Excavating Engineering of Hydraulic Structures DL/T 5389-

More information

RESULTS OF THE SITE CHARACTERISATION OBTAINED AT THE TARIFA EXPERIMENTAL GALLERY

RESULTS OF THE SITE CHARACTERISATION OBTAINED AT THE TARIFA EXPERIMENTAL GALLERY RESULTS OF THE SITE CHARACTERISATION OBTAINED AT THE TARIFA EXPERIMENTAL GALLERY Pliego, J.M. 1 ; Esteras, M. 1 ; Celada B. 2 ; Galera J.M. 2 ABSTRACT The 570 m long Tarifa Experimental Gallery has allowed

More information

SYNTHETIC ROOFING TILES

SYNTHETIC ROOFING TILES P R O D U C T C A T A L O G U E SYNTHETIC ROOFING TILES www.tuflite.com Bangalore (Head Office) #240/1, Ganesh Krupa, 18th Cross, Sadashivanagar, Bangalore- 560 080, India P: +91 80 4252 5252 F: +91 80

More information

An introduction to the Rock Mass index (RMi) and its applications

An introduction to the Rock Mass index (RMi) and its applications Reference: A. Palmström, www.rockmass.net An introduction to the Rock Mass index (RMi) and its applications by Arild Palmström, Ph.D. 1 Introduction Construction materials commonly used in civil engineering

More information

PROGRESS GALLERY Advancing our projects

PROGRESS GALLERY Advancing our projects November 23, 2017. Ignition of the detonating cord for the first blast marked the start of development of the twin declines to access the ultra-high-grade Kakula Copper Discovery on the Tier One Kamoa-Kakula

More information

University of Saskatchewan

University of Saskatchewan University of Saskatchewan Geological Engineering GEOE 498.3 Introduction to Mineral Engineering Lecture 2 Underground Mining Methods Bulk vs. Selective Reasons for Selection (Geotechnical, Geometry, Value,

More information

Background. Valley fills Sites in the Area. Construction over Mine Spoil Fills

Background. Valley fills Sites in the Area. Construction over Mine Spoil Fills Construction over Mine Spoil Fills Wayne A. Karem, PhD, PE, PG, D.GE 2014 KSPE Annual Conference Background Strip mining; mountaintop and contour mining Creates huge quantities of mine spoil The mine spoil

More information

Application of Robust Design on Construction Planning of Microtunneling Project

Application of Robust Design on Construction Planning of Microtunneling Project Application of Robust Design on Construction Planning of Microtunneling Project Student: Mughniyah Ludiansari M9905818 Dual Degree Program Advisor: Prof. Sou-Sen Leu 1/48 OUTLINE CHAPTER CHAPTER 1: 2:

More information

Boreholes. Implementation. Boring. Boreholes may be excavated by one of these methods: 1. Auger Boring 2. Wash Boring 3.

Boreholes. Implementation. Boring. Boreholes may be excavated by one of these methods: 1. Auger Boring 2. Wash Boring 3. Implementation Boreholes 1. Auger Boring 2. Wash Boring 3. Rotary Drilling Boring Boreholes may be excavated by one of these methods: 4. Percussion Drilling The right choice of method depends on: Ground

More information

ITASCA Consulting Canada Inc.

ITASCA Consulting Canada Inc. Forward Thinking Engineering World leaders in geomechanics, hydrogeology and microseismicity. Solving problems for clients in the mining industry. Itasca offers advanced, first-hand knowledge of mining

More information

INTERNATIONALE DES TRAVAUX EN SOUTERRAIN. ITA/AITES - Training Course TUNNEL ENGINEERING. Istanbul 2005

INTERNATIONALE DES TRAVAUX EN SOUTERRAIN. ITA/AITES - Training Course TUNNEL ENGINEERING. Istanbul 2005 8.36 ASSOCIATION INTERNATIONALE DES TRAVAUX EN SOUTERRAIN AITES ITA INTERNATIONAL TUNNELLING ASSOCIATION ITA/AITES - Training Course TUNNEL ENGINEERING Istanbul 2005 Experiences from the ground probing

More information

STRESSES AROUND UNDERGROUND OPENINGS CONTENTS

STRESSES AROUND UNDERGROUND OPENINGS CONTENTS STRESSES AROUND UNDERGROUND OPENINGS CONTENTS 6.1 Introduction 6. Stresses Around Underground Opening 6.3 Circular Hole in an Elasto-Plastic Infinite Medium Under Hdrostatic Loading 6.4 Plastic Behaviour

More information

Tunnelling through volcaniclastic grit; monitoring and management of groundwater effects on the Waterview Connection Project

Tunnelling through volcaniclastic grit; monitoring and management of groundwater effects on the Waterview Connection Project France, S. (2017) Tunnelling through volcaniclastic grit; monitoring and management of groundwater effects on the Waterview Connection Project Proc. 20 th NZGS Geotechnical Symposium. Eds. GJ Alexander

More information

Rockburst mitigation experiences on underground projects in the Cheves Hydropower project in the Peruvian Andes

Rockburst mitigation experiences on underground projects in the Cheves Hydropower project in the Peruvian Andes Paper No. 156 ISMS 2016 Rockburst mitigation experiences on underground projects in the Cheves Hydropower project in the Peruvian Andes Santiago Veyrat a, Jose-Miguel Galera b, *, Marcos Sancho c a Subterra

More information

Review of mechanization within Lonmin

Review of mechanization within Lonmin WEBBER, G., VAN DEN BERG, A.A., LE ROUX, G.G., and HUDSON, J.H.K. Review of mechanization within Lonmin. The 4th International Platinum Conference, Platinum in transition Boom or Bust, The Southern African

More information

ontribution of Geotechnical and Rock echanics design to vertical shaft nking and design

ontribution of Geotechnical and Rock echanics design to vertical shaft nking and design ontribution of Geotechnical and Rock echanics design to vertical shaft nking and design CONTENTS Geological and Geotechnical investigations Pre-sink Examples of Pre-sinking in soft soils Ancillary excavations

More information

ORAL PAPER PROCEEDINGS

ORAL PAPER PROCEEDINGS ITA - AITES WORLD TUNNEL CONGRESS 21-26 April 2018 Dubai International Convention & Exhibition Centre, UAE ORAL PAPER PROCEEDINGS The Brenner Base Tunnel, Overview and TBM Specifications for the 2 tunnel

More information

Rock slope rock wedge stability

Rock slope rock wedge stability Engineering manual No. 28 Updated: 02/2018 Rock slope rock wedge stability Program: Rock stability File: Demo_manual_28.gsk The aim of the chapter of this engineering manual is to explain a rock slope

More information

BEATRIZ RESERVOIR INTAKE TUNNEL

BEATRIZ RESERVOIR INTAKE TUNNEL BEATRIZ RESERVOIR INTAKE TUNNEL Tunnel Feasibility Evaluation May 4, 2007 E N G I N E E R I N G Prepared by: Jacobs Associates 811 First Avenue, Suite 407 Seattle, WA 98104 Distribution To: Greg Morris,

More information

A Unique Metro Accident in Brazil Caused by Multiple Factors

A Unique Metro Accident in Brazil Caused by Multiple Factors A Unique Metro Accident in Brazil Caused by Multiple Factors 1 MAIN CAUSES OF ACCIDENT Ridge of jointed rock exactly along cavern roof Ridge of rock missed by drilling due to low spot Weathering of sides

More information

Underground Drilling and Packer Test in Fault F16 of Wugou Coal Mine

Underground Drilling and Packer Test in Fault F16 of Wugou Coal Mine An Interdisciplinary Response to Mine Water Challenges - Sui, Sun & Wang (eds) 2014 China University of Mining and Technology Press, Xuzhou, ISBN 978-7-5645-0125-5 Underground Drilling and Packer Test

More information