Challenges in the Remediation of the Glatscheras-Railway-Tunnel, Bergün, Switzerland

Size: px
Start display at page:

Download "Challenges in the Remediation of the Glatscheras-Railway-Tunnel, Bergün, Switzerland"

Transcription

1 Bereich für Kundenlogo rechtsbündig, vertikal zentriert Challenges in the Remediation of the Glatscheras-Railway-Tunnel, Bergün, Switzerland Zilina, 11. November 2015

2 Content _ 1. Introduction _ 2. Project overview and challenges _ 3. Geological overview _ 4. Objectives _ 5. Solutions _ 6. Closing remarks 2

3 1. Introduction _ client: Rhaetian Railway (RhB) _ Switzerland s largest railway operator for routes throughout the Alps _ 384 km of railway lines, 103 stops, 606 bridges _ 115 tunnels with a total length of about 60 km _ Since 2008 the Albula- and Berninalines belong to UNESCO World Heritage 3

4 2. Project overview and challenges _ Glatscherastunnel _ Tunnel length: 334 m _ Single-lane metre gauge _ Part of the famous Albula Railway Line (UNESCO) _ 1,350 m above sea level _ Former Construction time: 1903 / days (drill & blast) _ Present Construction time: Sep Nov (night shift; winter) _ 275 m natural stone masonry (incl. two portals), 59 m unsupported rock _ Strongly bended railway line (Rmin = 108 m) _ Track bed is made up of ballast _ Remediation: First prototype of a new refurbishment-concept!!! 4

5 Bergün

6 2. Project overview and challenges _ Glatscherastunnel 6

7 2. Project overview and challenges - old cross-section: 27 m2 - horseshoe profile - structural damages, but structural safety is usually not reduced - usability is partly restricted 7

8 2. Project overview and challenges - doesn t fulfil superior requirements - necessity of widening the profile (tunnel and portals) - remediation portals observing the conditions of UNESCO 8

9 2. Project overview and challenges - longitudinal walls - rock protection systems with spiral rope net, nails - portal length: 6-8 m Portal Stuls (West) Portal Bergün (East) 9

10 3. Geological overview Comparatively favourable rock conditions + short tunnel length + isolated location reasons for testing the new method of tunnel remediation at the Glatscheras-project 10

11 4. Objectives _ Remediate the existing structure in order to enable operation for the next years _ Refurbishment has to enable rail operations during the entire construction process (work: night shift) _ Remediate the different damages of the structure _ Fulfil the superior requirements incl. UNESCO-requirements for the portals _ Practical, durable and inexpensive solution of high quality Standardised planning and construction works will contribute to lower costs and a reduction in construction time 11

12 5. Solutions Milestones _ 2011: First studies for a standardized remediation concept _ 2012: Intensified studies with prefabricated concrete elements _ 2013: Practice under real conditions in test mine _ 2014: Tender of the refurbishing works _ : From preliminary works - to finishing works 12

13 5. Solutions _ complete replacement of the tunnel lining _ new clearance gauge and safety requirements _ H x W x L: 6.70 x 6.28 x 1.50 m _ 7 screwed elements / cross-sec. _ seals ensure waterproofing _ primary support: reinforced shotcrete and anchor _ loose gravel to drain off 13

14 5. Solutions 14

15 5. Solutions 15

16 5. Solutions 16

17 5. Solutions Remediation in eight construction steps: _ different preliminary works (rock stabilisation, substation construction etc.) _ excavation (the new excavated section is of 41 m 2 ) _ primary tunnel support (rock bolts, reinforced shotcrete) _ installation of the dewatering system _ installation of the prefabricated elements and construction of the tunnel floor _ backfilling with pea gravel _ installation of the track superstructure _ various finishing works 17

18 5. Solutions _ Interphase 1 _ Interphase 4 18

19 5. Solutions Portals: _ The refurbished natural stone masonry has to appear similar to the existing portals _ UNESCO requirements: _ maintenance of the scale relationship (height to width) _ layout (stones, joints, arrangement etc.) _ the first 5 m of inner lining has to appear in natural stone masonry 19

20 5. Solutions 20

21 5. Solutions 21

22 6. Closing remarks _ First application of the new refurbishment-concept called Normalbauweise. _ Main goals of the standardised remediation concept: _ reduce construction / planning time _ saving costs the on-going construction works will show if these goals can be achieved _ Meanwhile the excavation method changed from machine-aided driving in rock (MUF) to drill & blast (SPV) 22

23 Simon Janele, Project Manager, Basler & Hofmann mnohokrát ďakujem Basler & Hofmann, Esslingen, Switzerland 23

Excellence in tunnel engineering. Consulting, planning, realisation

Excellence in tunnel engineering. Consulting, planning, realisation Excellence in tunnel engineering Consulting, planning, realisation Excellence in tunnel engineering Tunnelling remains one of the great challenges for engineers. Today, tunnels are built mainly in densely

More information

PROJECT: UNDERWATER CONCRETE, ANCHORED TO SEABED, RAILWAY TUNNEL BETWEEN HELSINKI AND TALLINN

PROJECT: UNDERWATER CONCRETE, ANCHORED TO SEABED, RAILWAY TUNNEL BETWEEN HELSINKI AND TALLINN PROJECT: UNDERWATER CONCRETE, ANCHORED TO SEABED, RAILWAY TUNNEL BETWEEN HELSINKI AND TALLINN A. THE IDEA To build for transport of goods and people between Helsinki and Tallinn a two way underwater, anchored

More information

INNOVATIVE SLOPE STABILISATION BY USING ISCHEBECK TITAN SOIL NAILS

INNOVATIVE SLOPE STABILISATION BY USING ISCHEBECK TITAN SOIL NAILS Dipl.-Wirt.Ing. Oliver Freudenreich Friedr. Ischebeck GmbH phone: ++49 2333 8305-0 Loher Str. 31 79 fax: ++49 2333 8305-55 e-mail: freudenreich@ischebeck.de D-58256 Ennepetal www.ischebeck.com INNOVATIVE

More information

Mining Under Fill Standards

Mining Under Fill Standards Page 1 of 7 Date Created: July 16, 2014 Document Type (Please Highlight Yellow) Latest Revision: July 16, 2014 POLICY PROCEDURE Originally Prepared By: Engineering Approval Stage (Please Highlight Yellow)

More information

Membrane for tunnels and underground construction

Membrane for tunnels and underground construction System Components and applications System Platon Membrane for tunnels and underground construction Platon Tunnel membrane Platon P0 Fixing and sealing options: Platon Rock Plug Platon Brick Plug Platon

More information

SEMMERING BASE TUNNEL LOGISTIC CHALLENGES

SEMMERING BASE TUNNEL LOGISTIC CHALLENGES SEMMERING BASE TUNNEL LOGISTIC CHALLENGES Dipl.-Ing. Michael Proprenter ic consulenten ZT GmbH Vienna, Austria Mail: m.proprenter@ic-group.org Dipl.-Ing. Oliver K. Wagner ÖBB - Austrian Federal Railways

More information

Cable Protection Systems

Cable Protection Systems Cable Protection Systems Installation Guide V.1 2018 GR-WI-602 Page 1 Introduction This guide addresses the acceptable methods and details for the installation of ducting & troughing systems. The purpose

More information

1 Small Hydro Power Plants Wetzmann

1 Small Hydro Power Plants Wetzmann 5 th Bulgarian-Austrian Seminar SMALL DAMS AND HPP 30 March 2012, Sofia R.9 REFURBISHMENT OF TWO SMALL HYDRO POWER PLANTS IN AUSTRIA P. Tschernutter Abstract: A weir at the River Gail, which was used for

More information

Expansion Control Solutions

Expansion Control Solutions RAILWAY BRIDGES CONTENTS Introduction... 3 Technical... 4 Application... 6 Installation... 11 Quality... 12 Projects... 13 2 INTRODUCTION Railway bridges like bridges in general have one critical point;

More information

Eglinton Crosstown LRT Construction Liaison Committee

Eglinton Crosstown LRT Construction Liaison Committee Eglinton Crosstown LRT Construction Liaison Committee May 30, 2017 Agenda Eglinton Crosstown LRT Overview Eglinton Maintenance & Storage Facility Mount Dennis Station Railway Corridor West Portal & Elevated

More information

Specialising in Ground Engineering & Slope Stabilisation

Specialising in Ground Engineering & Slope Stabilisation Specialising in Ground Engineering & Slope Stabilisation Ground Engineering & Slope Stabilisation for the Road, Rail, Construction & Mining Industries Company Profile Warner Company is proudly an Australian

More information

TUNNEL WIENERWALD ABSTRACT

TUNNEL WIENERWALD ABSTRACT TUNNEL WIENERWALD Franz BAUER 1, Josef DALLER 2 and Michael PROPRENTER 2 ABSTRACT The paper provides an insight into the design and tender of the more than 13 km long Wienerwald railway tunnel in Austria.

More information

Full-text paper MAGLEV REQUIREMENTS FOR TUNNELS

Full-text paper MAGLEV REQUIREMENTS FOR TUNNELS Full-text paper MAGLEV REQUIREMENTS FOR TUNNELS (Emergency Concepts, Security Exits, Cross-section Design, Guideway Types in the tunnel, Sonic-Boom-Effects, Shocks) (*) Author: Dipl.-Ing. Andreas WERTH,

More information

Slope Stabilisation and the Beauty Of Shotcrete AN OVERVIEW

Slope Stabilisation and the Beauty Of Shotcrete AN OVERVIEW Slope Stabilisation and the Beauty Of Shotcrete AN OVERVIEW Matthew Hicks Managing Director The RIX Group EAGCG Shotcrete Seminar May 2017 1 OVERVIEW History Types of Shotcrete Equipment Specifications

More information

Case study The construction of the West Rail Tsing Kwai Tunnel from Mei Foo to Tsuen Wan

Case study The construction of the West Rail Tsing Kwai Tunnel from Mei Foo to Tsuen Wan Case study The construction of the West Rail Tsing Kwai Tunnel from Mei Foo to Tsuen Wan West Rail Tsing Kwai Tunnel Location of major Tunnel Portal West Rail Tsing Kwai Tunnel Construction Features -

More information

Underground Waste Depositing at Odda, Norway

Underground Waste Depositing at Odda, Norway Underground Waste Depositing at Odda, Norway Anne Hommefoss, MSc. Engineering Geologist Multiconsult ASA, Oslo, Norway Underground Waste Depositing at Odda Anne Hommefoss Stakeholders Owner: Boliden Odda

More information

introduction Introduction to Bridge and Tunnel Engineering Characteristics of ideal bridge Ideal location Factors affecting bridge type Classification

introduction Introduction to Bridge and Tunnel Engineering Characteristics of ideal bridge Ideal location Factors affecting bridge type Classification 1 introduction Introduction to Bridge and Tunnel Engineering A structure constructed over an obstacle to provide the passage Road bridge movement of traffic See NRS 2045 Cross drainage structure span greater

More information

Shallow Cover Tunnel Under Heritage Listed Brick Buildings: Brisbane Boggo Road Busway Tunnel

Shallow Cover Tunnel Under Heritage Listed Brick Buildings: Brisbane Boggo Road Busway Tunnel Shallow Cover Tunnel Under Heritage Listed Brick Buildings: Brisbane Boggo Road Busway Tunnel by Ted Nye, Tunnel Designer Manager, Sinclair Knight Merz and Max Kitson, Senior Geotechnical Engineer, Sinclair

More information

Minova ground reinforcement solutions are part of everyday use.

Minova ground reinforcement solutions are part of everyday use. SOIL NAILING 1 HIGH PERFORMANCE SOIL NAILING With over 135 years of experience, Minova is a leading global manufacturer and supplier of resin, cementitious and mechanical earth control products, adhesives

More information

RAILWAY, BRIDGE AND TUNNEL ENGINEERING

RAILWAY, BRIDGE AND TUNNEL ENGINEERING RAILWAY, BRIDGE AND TUNNEL ENGINEERING By Ketki B. Dalal (K. S. Rangwala) ` 350.00 BUY Edition : 2 nd Revised and Enlarged Edition : 2016 ISBN : 9789385039133 Size : 170 mm 240 mm Binding : Paperback Pages

More information

NEMO TANK INSTALLATION GUIDE INSTALLATION INSTRUCTIONS FOR THE NEMO TANK STAGE

NEMO TANK INSTALLATION GUIDE INSTALLATION INSTRUCTIONS FOR THE NEMO TANK STAGE NEMO TANK INSTALLATION GUIDE INSTALLATION INSTRUCTIONS FOR THE NEMO TANK STAGE 1. Before undertaking the work 2. Receiving the materials 3. Handling and storage 4. Tank layout 5. Installing the tanks STAGE

More information

Integrating structural research activities and field experience with engineering education

Integrating structural research activities and field experience with engineering education Integrating structural research activities and field experience with engineering education Tamas BALOGH 1 and Zoltan ORBAN 2 1 University of Pécs, Pollack Mihály Faculty of Engineering and Informatics

More information

What is SFT? OÜ ANKURTUNNEL Tõnu Ader FinEst Link Final Conference on 7th of February

What is SFT? OÜ ANKURTUNNEL Tõnu Ader FinEst Link Final Conference on 7th of February What is SFT? OÜ ANKURTUNNEL Tõnu Ader +372 56244712 tonu.ader@gmail.com FinEst Link Final Conference on 7th of February SFT is Submerged Floating Tunnel Why prefer the Submerged Floating Tunnel? Proposed

More information

NATIONAL INSTITUTE OF ANIMAL BIOTECHNOLOGY (NIAB), HYDERABAD

NATIONAL INSTITUTE OF ANIMAL BIOTECHNOLOGY (NIAB), HYDERABAD NATIONAL INSTITUTE OF ANIMAL BIOTECHNOLOGY (NIAB), HYDERABAD TENDER FOR Construction of Stone Masonry Compound Wall for NIAB Campus at Survey No.37, Serlingampally, Hyderabad VOLUME V January 2013 HSCC

More information

BRILLIANT EXPANSION PROJECT

BRILLIANT EXPANSION PROJECT BRILLIANT EXPANSION PROJECT Utilizes power tunnel 120 MW Capacity 500 GWh Energy Transmission link to Brilliant Terminal Station Will reduce TGP downstream Intake Transmission Link Transmission Link Extent

More information

COMPETITIVENESS OF PIPE-JACKING TUNNEL LININGS

COMPETITIVENESS OF PIPE-JACKING TUNNEL LININGS fib Symposium Keep Concrete Attractive, Budapest 2005 COMPETITIVENESS OF PIPE-JACKING TUNNEL LININGS Kolic D. 1, Hörlein N. 2, Schneider K. 3, Steiner H. 3 NEURON Consult ZT 1, PORR Tunnelbau GmbH 2, ÖBB-Infrastruktur

More information

FFU synthetic sleepers Composite Slim tie and longitudinal baulks

FFU synthetic sleepers Composite Slim tie and longitudinal baulks FFU synthetic sleepers Composite Slim tie and longitudinal baulks Continuous glass-fibre and Polyurethane durability of plastics light weight and workability like wood Pultrusion process FFU sleepers are

More information

An indicative program for works to be conducted within the Sydney Park construction compound is provided in Table 6-20.

An indicative program for works to be conducted within the Sydney Park construction compound is provided in Table 6-20. The land required for the Sydney Park construction compound would be used temporarily throughout construction only. The construction compound site would be rehabilitated at the completion of construction,

More information

Tunnel Kennedy Santiago de Chile

Tunnel Kennedy Santiago de Chile Tunnel Kennedy Santiago de Chile Juan Kuster Technical Manager, Costanera Norte Stakeholders Tunnel Kennedy (Santiago de Chile) Owner: Ministry of Public Works (MOP) Concessionaire: Costanera Norte Project

More information

406 - PIPE SEWERS - MTC FORM 406

406 - PIPE SEWERS - MTC FORM 406 406 - - MTC FORM 406 INDEX 406.1 GENERAL Types of Pipe Pipe Strength, Rigid Pipes Polyethylene Pipe Strength - Rigid or Flexible Pipe Strength and Treatment, Flexible Pipes Selection of Type, Strength

More information

Section 02 SUBSTRUCTURE

Section 02 SUBSTRUCTURE 02 Section 02 SUBSTRUCTURE 1. Trenches to be level, square and free from loose material and standing water. Steps and sides of foundations must be plumb. 2. All tree roots must be removed. Trench depths

More information

ANNEX 9-F CONSTRUCTION SERVICES AND WORKS CONCESSIONS PART 1 SINGAPORE S COMMITMENTS

ANNEX 9-F CONSTRUCTION SERVICES AND WORKS CONCESSIONS PART 1 SINGAPORE S COMMITMENTS ANNEX 9-F CONSTRUCTION SERVICES AND WORKS CONCESSIONS PART 1 SINGAPORE S COMMITMENTS The following construction services in the sense of Division 51 of the Central Product Classification as contained in

More information

NZQA Expiring unit standard version 2 Page 1 of 5. Prepare a schedule of quantities, cost estimate and tender documentation for landscape work

NZQA Expiring unit standard version 2 Page 1 of 5. Prepare a schedule of quantities, cost estimate and tender documentation for landscape work Page 1 of 5 Title Prepare a schedule of quantities, cost estimate and tender documentation for landscape work Level 5 Credits 15 Purpose This unit standard is for people working, or intending to work,

More information

Technical Data Sheet NEC/GRAN/95:01

Technical Data Sheet NEC/GRAN/95:01 Technical Data Sheet NEC/GRAN/95:01 Installation Guidance Notes Granular Surround Note : These guidance notes refer only to the installation of Granular surround underground tanks. These guidance notes

More information

The Rio Grande project - Argentina

The Rio Grande project - Argentina The Rio Grande project - Argentina Introduction The Rio Grande pumped storage project is located on the Rio Grande river near the town of Santa Rosa de Calamucita in the Province of Cordoba in Argentina.

More information

MCKAYS CREEK HYDRO-ELECTRIC POWER SCHEME ENHANCEMENT FEASIBILITY AND SCOPING REPORT PREPARED FOR SCHEME RECONSENTING

MCKAYS CREEK HYDRO-ELECTRIC POWER SCHEME ENHANCEMENT FEASIBILITY AND SCOPING REPORT PREPARED FOR SCHEME RECONSENTING i MCKAYS CREEK HYDRO-ELECTRIC POWER SCHEME ENHANCEMENT FEASIBILITY AND SCOPING REPORT PREPARED FOR SCHEME RECONSENTING ii Table of contents 1 Enhancement Scope of Work 1 1.1 Introduction 1 2 McKays Intake

More information

CONSTRUCTION SPECIFICATION FOR TUNNELLING

CONSTRUCTION SPECIFICATION FOR TUNNELLING ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 415 FEBRUARY 1990 CONSTRUCTION SPECIFICATION FOR TUNNELLING 415.01 SCOPE 415.02 REFERENCES 415.03 DEFINITIONS TABLE OF CONTENTS 415.04 SUBMISSION AND

More information

Description Unit Quantity Rate Kshs. Amount Kshs.

Description Unit Quantity Rate Kshs. Amount Kshs. BILL No.1 40m3 MASONRY STORAGE TANK No. Description Unit Quantity Rate Kshs. Amount Kshs. 1 SETTING OUT AND EARTH WORKS 1.1 General site clearance and setting out 1.2 Excavate over site 200mm to remove

More information

Semmering Base Tunnel Large Caverns in Challenging Conditions

Semmering Base Tunnel Large Caverns in Challenging Conditions Semmering Base Tunnel Large Caverns in Challenging Conditions M. Proprenter ic consulenten ZT GesmbH, Vienna, Austria. O. K. Wagner ÖBB - Austrian Federal Railways, Graz, Austria. ABSTRACT: Semmering Base

More information

Building Construction

Building Construction Building Construction Shallow Foundations Module-III Introduction The foundation can be classified broadly into two types: Shallow foundations Deep foundations Shallow foundations Shallow Foundations When

More information

Working for the end of waste

Working for the end of waste Working for the end of waste > REMEX Mineralstoff GmbH Industrial waste management, production of recycled and secondary aggregates, remediation and demolition services, landfill management and stabilisation

More information

SCREW PILES INFORMATION SHEET

SCREW PILES INFORMATION SHEET INFORMATION SHEET SCREW PILES Screw piles can be used in almost all situations where conventional piled foundations would be specified. They are composite end-bearing/friction piles, well suited for resistance

More information

4 EXTREME FOUNDATION PANELS

4 EXTREME FOUNDATION PANELS 4 EXTREME FOUNDATION PANELS For House Crawl Space On Concrete Footings 1. The type of soil is a factor in determining foundation construction details such as footing design, backfill, and drainage provisions.

More information

SuperCor A NEW GENERATION OF BRIDGES

SuperCor A NEW GENERATION OF BRIDGES SuperCor A NEW GENERATION OF BRIDGES SuperCor versatile structures are used for roads and railways and industrial applications as well as for reinforcement and reconstruction of existing structures such

More information

Cable Protection Systems

Cable Protection Systems Cable Protection Systems Installation Guide V.1 2018 GR-WI-601 Page 1 Introduction This guide addresses the acceptable methods and details for the installation of CABLEprotect ducting & troughing systems.

More information

Tunneling Spring semester Tunneling Course Project: Tunneling Project in the Bakony. Exercise 1- Choice of three possible alignments

Tunneling Spring semester Tunneling Course Project: Tunneling Project in the Bakony. Exercise 1- Choice of three possible alignments Tunneling Course Project: Tunneling Project in the Bakony The north south Route 82 is the main connection between Gyor and Veszprem. This route is operating in almost full capacity because of the serpentine

More information

Widening of Existing Bridge Abutments A Geotechnical Approach

Widening of Existing Bridge Abutments A Geotechnical Approach Widening of Bridge Abutments A Geotechnical Approach Michelle Phillipson, Jacobs, Australia ABSTRACT Widening of existing infrastructure is slowly becoming more commonplace but is not yet routine and requires

More information

Rehabilitation of Prater junction

Rehabilitation of Prater junction Dominik Rabl Introduction Linking the A23 Südosttangente motorway and the A4 Ost Autobahn motorway, Prater junction is one of the most important traffic junctions in the primary Austrian road network.

More information

Modular Course on Foundations and Earth retaining Structures for Building and Infrastructure Projects 9th March 2000

Modular Course on Foundations and Earth retaining Structures for Building and Infrastructure Projects 9th March 2000 The Institution of Engineers of Ireland Modular Course on Foundations and Earth retaining Structures for Building and Infrastructure Projects 9th March 2000 MODULE 4 RETAINING STRUCTURES DEEP EXCAVATIONS

More information

Project Report. Slope Stabilisation in Miesbach

Project Report. Slope Stabilisation in Miesbach Project Report Slope Stabilisation in Miesbach Bavaria, Germany Fig. 1: Finished slope stabilisation COMPANY RIBEL - CONSTRUCTION PROJECT - MIESBACH 1 / 14 General Project Data Client and design Installation

More information

Expansion Control Solutions

Expansion Control Solutions HIGHWAY BRIDGES CONTENTS Introduction... 3 Technical... 4 Application... 6 Installation... 11 Quality... 12 Projects... 13 2 INTRODUCTION Highway bridges in general have one critical point; joining the

More information

CONSTRUCTION SPECIFICATION FOR GROUNDING

CONSTRUCTION SPECIFICATION FOR GROUNDING ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 609 NOVEMBER 2001 CONSTRUCTION SPECIFICATION FOR GROUNDING TABLE OF CONTENTS 609.01 SCOPE 609.02 REFERENCES 609.03 DEFINITIONS - Not Used 609.04 DESIGN

More information

Moll s Gap- Soil Nail Remediation of a Collapsed Retaining Wall Co. Kerry, Ireland

Moll s Gap- Soil Nail Remediation of a Collapsed Retaining Wall Co. Kerry, Ireland Moll s Gap- Soil Nail Remediation of a Collapsed Retaining Wall Co. Kerry, Ireland Chris Bailey BSc (Hons) MSc CGeol FGS RoGEP Senior Engineering Geologist ATKINS 29 September 2017, TII Annual Conference,

More information

Schedule for construction of ROB Approaches no. 48, 54,55 of PKG-III (MGR) including temporary road diversion along ROB approach No 55.

Schedule for construction of ROB Approaches no. 48, 54,55 of PKG-III (MGR) including temporary road diversion along ROB approach No 55. Schedule for construction of ROB Approaches no. 48, 54,55 of PKG-III (MGR) including temporary road diversion along ROB approach No 55. QUOTED SL NO D E S C R I P T I O N OF ITEM UNIT Quantity IN Figures

More information

SECTION 303 CULVERTS

SECTION 303 CULVERTS 303.01 Scope - This section covers the construction of pipe culverts. 303.01.01 Definitions for the purposes of this section, the following general terms are defined as follows: a) Backfilling means the

More information

SUM i) Carry out calibration of 100,000 litres day tank. ii) Pipes, valves and other fittings connection to fuel offloading SUM

SUM i) Carry out calibration of 100,000 litres day tank. ii) Pipes, valves and other fittings connection to fuel offloading SUM 31 st July 2017 TENDER FOR RELOCATION OF ONE GE FRAME 6 GAS TURBINE FROM EMBAKASI IN NAIROBI TO MUHORONI NEAR KISUMU: KGN-GT-012-2017 KenGen wishes to make the following clarification and changes through

More information

Embankments. Bridging of Sinkholes. Motorway A1 in Poland: Pyrzowice Piekary Śląskie Maciejów. Project. Introduction

Embankments. Bridging of Sinkholes. Motorway A1 in Poland: Pyrzowice Piekary Śląskie Maciejów. Project. Introduction Motorway A1 in Poland: Pyrzowice Piekary Śląskie Maciejów HUESKER has successfully completed the biggest geosynthetic project in the history of the company Fig. 1: General view on one section of the A1

More information

CITY OF FARGO SPECIFICATIONS SIGNING

CITY OF FARGO SPECIFICATIONS SIGNING SIGNING PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of furnishing all labor, material and accessories necessary to complete

More information

THE SLAB TRACK SOLUTION FOR THE REQUIREMENTS OF TOMORROW LOW VIBRATION TRACK (LVT)

THE SLAB TRACK SOLUTION FOR THE REQUIREMENTS OF TOMORROW LOW VIBRATION TRACK (LVT) THE SLAB TRACK SOLUTION FOR THE REQUIREMENTS OF TOMORROW LOW VIBRATION TRACK (LVT) LOW VIBRATION TRACK (LVT) THE SLAB TRACK SOLUTION FOR THE REQUIREMENTS OF TOMORROW BLS Netz AG LVT, one of the first non-ballasted

More information

The safety measures against deformation of the track

The safety measures against deformation of the track The safety measures against deformation of the track 1 2 1 2 S. Chang, K. Y. Chang, R. J. T. Chen & L.-C. Wang 1 China Engineering Consultants, Inc., Taiwan 2 Technology Dept. of Civil Engineer, National

More information

DETROIT RIVER INTERNATIONAL CROSSING STUDY MAG

DETROIT RIVER INTERNATIONAL CROSSING STUDY MAG DETROIT RIVER INTERNATIONAL CROSSING STUDY MAG Meeting September 5 th, 2006 1 Agenda 1. Study Update 2. Construction Staging for Tunneling 3. Other Business 2 Deep Borehole Program 3 Status Update - Engineering

More information

REPAIR OF AN 80-YEAR- OLD DRY STACK WALL. Ryan Eaves, E.I.T. Bridge Division Geotechnical Branch

REPAIR OF AN 80-YEAR- OLD DRY STACK WALL. Ryan Eaves, E.I.T. Bridge Division Geotechnical Branch REPAIR OF AN 80-YEAR- OLD DRY STACK WALL Ryan Eaves, E.I.T. Bridge Division Geotechnical Branch October 2015 Project Location Located on Texas 290 90 miles southwest of San Angelo Remote area 10 miles

More information

Hardrock Tunnel Boring Machines

Hardrock Tunnel Boring Machines Bernhard Maidl, Leonhard Schmid, Willy Ritz, Martin Herrenknecht Hardrock Tunnel Boring Machines In co-operation with Gerhard Wehrmeyer and Marcus Derbort -=rnst & Sohn '-A Wiley Company Contents 1 Historical

More information

The HKIE Structural Examination Written Examination 2017

The HKIE Structural Examination Written Examination 2017 The HKIE Structural Examination Written Examination 2017 Section 2: Design Questions (80% of the Written Examination) Date: 5 December 2017 (Tuesday) Time: 12:00 nn 06:00 pm (Duration: 6 hours) Question

More information

GUIDELINES FOR ROAD DESIGN, CONSTRUCTION, MAINTENANCE AND SUPERVISION

GUIDELINES FOR ROAD DESIGN, CONSTRUCTION, MAINTENANCE AND SUPERVISION GUIDELINES FOR ROAD DESIGN, CONSTRUCTION, MAINTENANCE AND SUPERVISION Volume I: DESIGNING Section 3: DESIGNING STRUCTURES DESIGN GUIDELINES (DG 1.3.5) Part 5: CUT-AND-COVERS AND GALLERIES INTRODUCTION

More information

Pump storage hydro power plant (PSKW) Reißeck

Pump storage hydro power plant (PSKW) Reißeck Roland Schorn Short description The new pump storage power plant (PSKW) Reißeck II represents an expansion of the already existing group of power plants, Malta and Reißeck/Kreuzeck in Carinthia. The new

More information

Specification for Road Works Series Road Restraints Systems (Vehicle and Pedestrian)

Specification for Road Works Series Road Restraints Systems (Vehicle and Pedestrian) Specification for Road Works Series 400 - Road Restraints Systems (Vehicle and Pedestrian) CC-SPW-00400 March 2013 CC Construction & Commissioning Standards TRANSPORT INFRASTRUCTURE IRELAND (TII) PUBLICATIONS

More information

1. THE PROJECT Introduction to The Project History and status of The Tender for the D&B contract... 3

1. THE PROJECT Introduction to The Project History and status of The Tender for the D&B contract... 3 TABLE OF CONTENTS 1. THE PROJECT... 2 1.1 Introduction to The Project... 2 1.2 History and status of The Tender for the D&B contract... 3 1.3 The Tender documents for the D&B Contract... 3 1.4 Special

More information

GEOTECHNICAL SERVICES

GEOTECHNICAL SERVICES GEOTECHNICAL SERVICES Aarsleff Ground Engineering EXPERIENCE: Aarsleff s expertise as Ground Engineers is evidenced not only by its 25 years in UK construction and its dedicated staff, but in the decades

More information

TENDER DOCUMENT VOL - II (FINANCIAL BID) CONSTRUCTION OF BOUNDARY WALL FOR ICSI-CENTRE OF EXCELLENCE (CoE) KOLKATA

TENDER DOCUMENT VOL - II (FINANCIAL BID) CONSTRUCTION OF BOUNDARY WALL FOR ICSI-CENTRE OF EXCELLENCE (CoE) KOLKATA TENDER DOCUMENT VOL - II (FINANCIAL BID) CONSTRUCTION OF BOUNDARY WALL FOR ICSI-CENTRE OF EXCELLENCE (CoE) KOLKATA AT PLOT NO. IIA/35, ACTION AREA IIA, NEW TOWN, KOLKATA, WEST BENGAL 700 157 Pages (1 5)

More information

Rock Tunnel Engineering INTRODUCTION. Tunnel a hole in the ground to provide for desired movement or as mobility channel.

Rock Tunnel Engineering INTRODUCTION. Tunnel a hole in the ground to provide for desired movement or as mobility channel. Rock Tunnel Engineering INTRODUCTION Tunnel a hole in the ground to provide for desired movement or as mobility channel. Serves as highway, railroad, pedestrian passageway, water conveyance, waste water

More information

FEATURES & BENEFITS OF ARMTEC TUNNEL LINER PLATE

FEATURES & BENEFITS OF ARMTEC TUNNEL LINER PLATE TUNNEL LINER PLATE FEATURES & BENEFITS OF ARMTEC TUNNEL LINER PLATE SAFE ECONOMICAL VERSATILE SIMPLE EASY TO HANDLE READILY AVAILABLE All underground work can be undertaken from within the assembled shell.

More information

CONSTRUCTION SPECIFICATION FOR PIPELINE INSTALLATION BY TUNNELLING

CONSTRUCTION SPECIFICATION FOR PIPELINE INSTALLATION BY TUNNELLING ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 415 NOVEMBER 2013 CONSTRUCTION SPECIFICATION FOR PIPELINE INSTALLATION BY TUNNELLING TABLE OF CONTENTS 415.01 SCOPE 415.02 REFERENCES 415.03 DEFINITIONS

More information

2016 STRUCTURE INSPECTION APPRAISAL REPORT. Prepared For: THE CORPORATION OF THE TOWNSHIP OF AMARANTH COUNTY OF DUFFERIN

2016 STRUCTURE INSPECTION APPRAISAL REPORT. Prepared For: THE CORPORATION OF THE TOWNSHIP OF AMARANTH COUNTY OF DUFFERIN 2016 STRUCTURE INSPECTION APPRAISAL REPORT Prepared For: THE CORPORATION OF THE TOWNSHIP OF AMARANTH COUNTY OF DUFFERIN by K. SMART ASSOCIATES LIMITED 8 McIntyre Drive Kitchener ON N2R 1H6 August 2016

More information

Company Profile 1300 SHOTCRETE

Company Profile 1300 SHOTCRETE 1300 SHOTCRETE Company Profile RIX Specialist Contracting can tailor solutions to meet even the most demanding project requirements. From initial consultation right through to completion, the team at RIX

More information

The Chief Estimator Software. Item Cost Summary Bridge & Overpass Projects

The Chief Estimator Software. Item Cost Summary Bridge & Overpass Projects The Chief Estimator Software Item Cost Summary Bridge & Overpass Projects Elevated Transit Guideways Precast Girder Elevated Guideway 10 Abutment Excavation & Backfill 1,500.00 m3 222 10,368 8,634 1,309

More information

SLAB TRACK TECHNOLOGY THEORY PRACTICE COMPETENCE

SLAB TRACK TECHNOLOGY THEORY PRACTICE COMPETENCE SLAB THEORY TRACK PRACTICE TECHNOLOGY COMPETENCE COMPETENCE AT THE HIGHEST LEVEL Rhomberg Rail s slab track era began with the construction of the first high-speed rail projects in Germany (Hanover-Berlin

More information

Appendix C Typical Levee Types

Appendix C Typical Levee Types Appendix C Typical Levee Types EMBANKMENT LEVEE CRIB WALL LEVEE SHEET PILE WALL CANTILEVER WALL BAUER-IBS K-SYSTEM BAUER-IBS K-SYSTEM Flood Defence Barriers Flood protection Catastrophic flood events are

More information

CITY OF FARGO SPECIFICATIONS SIGNING

CITY OF FARGO SPECIFICATIONS SIGNING SECTION 4300 SIGNING PART 1 DESCRIPTION OF WORK The work to be done under this section of the Specifications and the accompanying plans consists of furnishing all labor, material and accessories necessary

More information

DESIGN AND CONSTRUCTION OF LARGE LAINZER TUNNEL PROJECT. Josef Daller, ic consulenten, Vienna - Austria

DESIGN AND CONSTRUCTION OF LARGE LAINZER TUNNEL PROJECT. Josef Daller, ic consulenten, Vienna - Austria DESIGN AND CONSTRUCTION OF LARGE TUNNELS IN SOIL AND FAULTED ROCK LAINZER TUNNEL PROJECT Josef Daller, ic consulenten, Vienna - Austria International NATM Workshop Singapore 2010 LAINZER TUNNEL PROJECT

More information

RECENT DEVELOPMENTS IN SLAB TRACK APPLICATION

RECENT DEVELOPMENTS IN SLAB TRACK APPLICATION Delft University of Technology, The Netherlands Faculty of Civil Engineering, Section of Roads & Railways Delft University of Technology RECENT DEVELOPMENTS IN SLAB TRACK APPLICATION Coenraad Esveld Professor

More information

DECKING INSTALLATION GUIDE

DECKING INSTALLATION GUIDE DECKING INSTALLATION GUIDE It is very important to follow the manufacturer s instructions when installing Outback Decking. Fluctuations in climatic temperatures can cause an issue with how the decking

More information

Management of geotechnical risks for some tunnels in the Wellington Region

Management of geotechnical risks for some tunnels in the Wellington Region Proc. 18 th NZGS Geotechnical Symposium on Soil-Structure Interaction. Ed. CY Chin, Auckland Management of geotechnical risks for some tunnels in the Wellington Region David Stewart Opus International

More information

Specialist cement products

Specialist cement products Specialist cement products Specialist Cement Products & Equipment Hire www.readergrout.co.uk Specialists in cement products Introduction Reader Grout & Equipment have been manufacturing cement products,

More information

Independent Consulting Engineers NV Zaegersgut Rd #13 tel +(599) Date: 25 januari 2008 Project: Troy Hill Saba Projectnr:

Independent Consulting Engineers NV Zaegersgut Rd #13 tel +(599) Date: 25 januari 2008 Project: Troy Hill Saba Projectnr: (Na) (Na) (Na) 1 Preparational works 1.1 Survey roads 1 sum 25,000.00 25,000.00 1.2 Clearing terrain roads 1 sum 45,000.00 45,000.00 Main 2 Earth work 2.1 Earth work 2.11 Excavate terrain 8900 m3 30.00

More information

Construction Technology B (CON4313)

Construction Technology B (CON4313) Topic 5 Tunnelling 1. Introduction Tunnels can be defined as underground passages constructed for the purpose of transportation connection between two points. 2. Type of Tunnels There are many types of

More information

Tunnel. Immersed Tunnels

Tunnel. Immersed Tunnels Tunnel Tunnels are underground spaces, usually, in a tubular shape with substantial lengths. They can either be man-made or natural and can be used as passageways, storages, carriageways and utility ducts.

More information

204 - EXCAVATION AND BACKFILL FOR STRUCTURES SECTION 204 EXCAVATION AND BACKFILL FOR STRUCTURES

204 - EXCAVATION AND BACKFILL FOR STRUCTURES SECTION 204 EXCAVATION AND BACKFILL FOR STRUCTURES SECTION 204 EXCAVATION AND BACKFILL FOR STRUCTURES 204.1 DESCRIPTION Excavate for the structures as shown in the Contract Documents. Unless specified otherwise, backfill the completed structures to the

More information

Chartered Membership Examination Friday, 7 July 2017

Chartered Membership Examination Friday, 7 July 2017 Chartered Membership Examination Friday, 7 July 2017 Structural Engineering Design and Practice 09.30 13.00 and 13.30 17.00 (Discussion between individuals is not permitted during lunch period). A period

More information

Tunnel Support Design

Tunnel Support Design Tunnel Support Design Eric Wang, PE University of Denver Tunneling Short Course September 11, 2018 Agenda 1.0 Introduction 2.0 Tunnel Support Design Principles 3.0 Input for Design 4.0 Tunnel Support Systems

More information

Telecommunications Infrastructure

Telecommunications Infrastructure Telecommunications Infrastructure Table of Contents Contents 1. INTRODUCTION... 2 2. DUCTING CAPACITY... 3 3. SUB DUCT SIZING... 4 4. DUCTING AND SUB DUCTING CONSTRUCTION AND COLOUR... 5 5. BUILDING ENTRANCE:...

More information

THIRTYFIVE YEARS OF APPLICATION OF MICROPILES IN AUSTRIA

THIRTYFIVE YEARS OF APPLICATION OF MICROPILES IN AUSTRIA THIRTYFIVE YEARS OF APPLICATION OF MICROPILES IN AUSTRIA Manfred FROSS Dipl.-Ing. Dr.techn.,., Ass.Prof.i.R. Geotechnical Consultant Vienna, 1 CONTENTS Introduction Types of micropiles used in, 8 examples

More information

GARDEN RR INFRASTRUCTURE PLANNING

GARDEN RR INFRASTRUCTURE PLANNING GARDEN RR INFRASTRUCTURE PLANNING What do you want your RR to do? Industries, towns or simply an operating layout (track and nothing else)? Basic Loop Most common and simplest. Must consider minimum radius.

More information

Specification for Road Works Series Road Restraints Systems (Vehicle and Pedestrian)

Specification for Road Works Series Road Restraints Systems (Vehicle and Pedestrian) Specification for Road Works Series 400 - Road Restraints Systems (Vehicle and Pedestrian) CC-SPW-00400 November 2015 CC Construction & Commissioning Standards TRANSPORT INFRASTRUCTURE IRELAND (TII) PUBLICATIONS

More information

Masonry Veneer - Chapter 6. Masonry Veneer Anchored Veneer

Masonry Veneer - Chapter 6. Masonry Veneer Anchored Veneer Masonry Veneer - Chapter 6 Chapter 6 covers anchored and adhered veneer. Following are prescriptive requirements for areas with wind 110 mph Vertical support of masonry veneer Support: Noncombustible structural

More information

Prepare a schedule of quantities, cost estimate and tender documentation for landscape work

Prepare a schedule of quantities, cost estimate and tender documentation for landscape work Page 1 of 5 Prepare a schedule of quantities, cost estimate and tender documentation for landscape work Level 5 Credits 15 Purpose This unit standard is for people working, or intending to work, in landscaping.

More information

CONSTRUCTION SPECIFICATION FOR EXCAVATING AND BACKFILLING - STRUCTURES

CONSTRUCTION SPECIFICATION FOR EXCAVATING AND BACKFILLING - STRUCTURES ONTARIO PROVINCIAL STANDARD SPECIFICATION METRIC OPSS 902 DECEMBER 1983 CONSTRUCTION SPECIFICATION FOR EXCAVATING AND BACKFILLING - STRUCTURES 902.01 SCOPE 902.02 REFERENCES 902.03 DEFINITIONS TABLE OF

More information

The HKIE Structural Examination Written Examination

The HKIE Structural Examination Written Examination The HKIE Structural Examination Written Examination Section 2: Design Questions (80% of the Written Examination) Date: 28 November 2014 (Friday) Time: 12:00 nn - 06:00 pm Answer ONE question only Question

More information

Appendix 4. Bills of Quantities

Appendix 4. Bills of Quantities Appendix 4. Bills of Quantities 201 A4.1 Deep trench latrines Partitions of local materials 1m apart Timber foot rests and floor plates Lightweight timber frame Excavated soil (used for back-fill) Plastic

More information

CHAPTER 8 COST ESTIMATION

CHAPTER 8 COST ESTIMATION CHAPTER 8 COST ESTIMATION 8.1 Cost Estimation for Rough Planning Stage When you are going to make a trial calculation of construction cost in Rough Planning Stage, it can be calculated by the method shown

More information