Photo Illustration to support the teaching of the topic on Tunnel Construction. Prepared by Raymond Wong
|
|
|
- Clara Rose
- 7 years ago
- Views:
Transcription
1 Photo Illustration to support the teaching of the topic on Tunnel Construction Prepared by Raymond Wong
2 Remember how to find a bore pile? Three basic consideration: how to cut the soil/rock how to remove the spoil how to protect the bore hole from collapsing Forming tunnel is similar to form a bore pile, but in a horizontal manner and in most cases in a much larger diameter.
3 Tunnel Construction using Drill-and-Blast Method
4 A trial tunnel section being formed
5 Entrance arrangement to the tunnel portal for the 3.7km long Tai Lam Tunnel of Route 3 at Kam Tin as seen in early Tai Lam Tunnel consists two main tunnels, each measures 15.5m wide and 10.5m high, and a 950m long servicing duct for ventilation and other supply purposes in between the main tunnels.
6 Stage 1 excavation Stage 3 excavation Construction of tunnel using the New Austrian Tunnel Method (NATM) for soft ground Stage 2 excavation Stage 4 excavation Stage 3 excavation Stage 2 excavation Stage 1 excavation
7 Drawing showing the excavation sequences using the New Austrian Tunnel Method. The principle of constructing large sectioned tunnel using this method is to subdivide the tunnel section into several arched smaller sections for the sake of easier control and safer supporting during excavation. The newly formed surfaces are often required to temporary supported by girder sections, shotcrete, nails or anchors.
8 A trial section of tunnel excavation making use of the concept of New Austrian Tunnel Method.
9 Blast hole layout pattern Machine use for the drilling of the blast hole
10 The machine, known as Jumbo tunneling machine, is used to drill and form holes inside the tunnel for the placing of explosive to activate the blasting. This machine is computer controlled and can drill 3 holes at the same time with direction or angle precisely set.
11 Placing explosive into the blast hole
12 The erection of the gantry-type formwork for the forming of tunnel lining at entrance of the tunnel portal on Ting Kau side.
13 Detail look of the gantry-type formwork for the forming of tunnel lining
14 Construction sequence for tunnel waterproofing and permanent lining
15 Forming the tunnel lining laying of waterproofing membrane and fixing of reinforcement bar before concreting
16 After the tunnel formed by drill and blast process, the newly formed tunnel surface is to be lined with an in-situ concrete lining to stabilize the exposed soil or rock faces. The photo shows the gantry-type formwork used to form the in-situ concrete lining.
17 Interior of the Tai Lam Tunnel before paving. The installation of the service void by the use of a traveling-type formwork gantry
18 Traveling-type formwork gantry to form the ceiling service void
19 Tunnel Construction using Tunnel Boring Machine (TBM)
20 The tunnel boring machine for the forming of the 3.8m diameter tunnel tube on Butterfly Valley side.
21 Close up of the cutter head. The cutting disc can cut into hard rock and the granulated spoils will be collected and removed by a conveyor system that is positioned immediate at the back of the cutting head.
22 Soil disposal wagons at the disposal area on Butterfly Valley side portal. The spoil will be kept at this location waiting for the removal by dumping vehicles.
23 Arrangement of the portal as viewed from the tunnel exit. The spoil disposal area is located on the right side of the exit with rail track heading to that direction. Rail track on the left is the depot and servicing centre for the soil disposal wagons, as well as for general loading and unloading purposes.
24 A view of the tunnel interior with the partly formed lining, tunnel supporting girders, rail track for soil disposing wagon, ventilation hose and other supply pipe lines etc.
25 A similar tunnel boring machine employed for the forming of a cable tunnel for the Hong Kong Electric on the Hong Kong Island side. Observe the hydraulic jack systems behind the cutter head that enable the machine to stabilize itself, pushing forward, or even slight adjustment of its heading direction.
26 Formation of the tunnel portal and other logistic set-up to facilitate the tunnel construction works - The KCR West Rail Tsing Kwai Tunnel case
27 The formation of the tunnel portal for the Kwai Tsing Tunnel at Mei Foo side.
28 The tunnel portal gradually in shape.
29 Tunnel portal during the process of tunnel excavation can serve several purposes: to provide an entrance into the tunnel tube to facilitate the movement of tunneling equipments and materials; as an exit for the disposal of spoils; to form a ramp into the tunnel tube which is usually at sub-grade level; or to provide supporting space for the temporary storing or assembling of equipments. This photo shows a traveling-type working gantry is being assembled inside the portal area of Kwai Tsing Tunnel at Mei Foo side.
30 The finally completed 25-m wide tunnel entrance, cutting across about 10m above which, is the Lai King Hill Road. The formation of such a large void below a roadway can seriously endanger the stability of the road sub-structure. Note the waling and rock anchors above the entrance and the rib-form structure, a type of lattice girder beam, which helps to support the Lai King Hill Road above.
31 The jumbo tunneling machine at work to form the tunnel entrance.
32 Typical tunnel sections showing the routing and formation of Kwai Tsing Tunnels from Mei Foo to Tsuen Wan.
33 An access and servicing shaft located at Lai King at the mid-way of the Kwai Tsing Tunnels. The construction of the tunnels from Mei Foo to the shaft here at Lai King is by traditional drill and blast method. While for the section further on heading towards Tsuen Wan, a mixed-ground earth pressure balanced tunneling machine is employed for the forming of the tunnel.
34 The general layout arrangement of the work depot and tunnel shaft located at Tsuen Wan near Water Side Plaza. Besides serving as the tunnel portal, this shaft is also used for the assembly of the EPBM for the forming of the Kwai Tsing Tunnels from Tsuen Wan to Lai King.
35 Sections of the shield of the EPBM before assembly and the precast segments for the forming of the tunnel lining stored at the work depot in Tsuen Wan.
36 A gantry crane serving in the depot at Tsuen Wan for the Kwan Tsing Tunnel project
37 The shield of the EPBM being lowered into the shaft for onward assembly. The 8.7m diameter cutter head will later be connected to the front (on the left side) of the shield.
38 The working principle of the mixed-ground earth pressure balanced tunneling machine under the open mode and earth pressure balanced mode.
39 Construction of BTM Hydraulic push arms Shield Rock cutter head
40 The trial assembly of the tunnel boring machine in 1998 at the fabricating factory at Shanghai before shipping to Hong Kong for final operation. Another set of tunnel boring machine at the fabricating factory at Guangzhou in 2005 preparing for the tunnel work for the KCR Kowloon Southern Link project.
41 The trial assembly of the EPBM at the fabricating factory at Shanghai being shipping to Hong Kong.
42 The cutter head is being connected to the shield of the EPBM by the help of a track-mounted gantry crane positioned on the ground level. The rows of steel tubes on the background are lateral support used to stabilize the 25m deep tunnel shaft.
43 The overall view of the EPBM pictured at the Commissioning Ceremony of the machine on 31 st March 2000.
44 Tunnel portal leading into the tunnel tube formed by the TBM View inside the TBM at the drilling head position
45 Formation of the tunnel portal and other logistic set-up to facilitate the tunnel construction works - The KCR West Rail Tai Lam Tunnel case
46 Tai Lam Tunnel of KCR West Rail is a 5.5km long tunnel linking Tsuen Wan to Kam Tin and is constructed using drill and blast method. The photo shows the early stage of forming the tunnel portal along Hoi Hing Road at Chai Wan Kok, Tsuen Wan.
47 Portal of Tai Lam Tunnel at Chai Wan Kok viewed towards the Tuen Mun Highway direction. The elevated bridges in the far background are the main connecting bridges at the entrance to Tuen Mun Highway. The tunnel will cut through the foundation of one of the elevated bridges. Underpinning work to the foundation is thus required before the proceeding of actual tunnel excavation.
48 A servicing gantry unit under assembly. This unit is mounted with ventilation fans and its function is to provide fresh air and air circulation inside the tunnel.
49 Tunnel entrance under Tuen Mun Highway
50 Tunnel end preparing for the drilling and insertion of explosive
51 The ventilation gantry unit at work inside the tunnel. Note the I-section girders which act as temporary support to the exposed face of the tunnel before the forming of permanent lining using in-situ concrete.
52 The portal arrangement of Tai Lam Tunnel at Kam Tin side.
53 An axial fan installed to provide ventilation for the 5.7km long Tai Lam Tunnel
54 Interior view of the Tai Lam Tunnel. The plastic lining on the tunnel faces is water- proofing membrane which helps to prevent the leaking of water into the tunnel interior through the concrete lining. The nylon hose on the right side of tunnel is the ventilation hose, on the left is the conveyor system for the removal of spoils.
55 The gantry type scaffold that used to install the waterproofing membrane. Majority of servicing equipments working inside tunnels are track mounted and constructed in gantry form to fit the section of the tunnel interior.
56 An overall view of the tunnel lining formwork gantry used to form the insitu concrete lining of the tunnel.
57 The tunnel interior with the in-situ concrete lining already been placed.
58 Tunnel Construction using Cut-and-Cover Method (Airport Railway at Central Reclamation)
59 An aerial view showing the overall layout of the Hong Kong Station and the approach tunnels for the Airport Railway (Airport Express Line and Tung Chung Line) at the Central Reclamation in late-1996.
60 A 400m section of approach tunnels connecting the Hong Kong Station and the immersed tube harbour crossing tunnel is formed using cut-and-cover method. This method is more effective and economical to construct shallowly positioned tunnel in softer ground (reclaimed land in this case with limited marine boulders). Diaphragm wall strutted with steel tube and soldier piles wall supported using ground anchors are both used to form the cut-off systems during the excavation of the tunnels.
61 The approach tunnels basically in shape. The portion on the left hand side of the temporary pedestrian bridge is the ground structure of the Hong Kong Station. The structure on the right end of the tunnel near the seawall housed the flood gate and other control and electrical gears for the tunnel system. From that onward, the tunnel crosses the Victoria Harbour through the immerse-tube tunnel.
62 Section of the tunnel pit formed by diaphragm wall and strutted by the use of steel tubes. The construction of the tunnel sections using insitu method can be seen inside the pit.
63 Section of the tunnel pit formed by soldier pile wall and laterally supported by anchors. The structure of the approach tunnel have basically been completed pending for backfilling at a later stage.
64 Tunnel Construction using Cut-and-Cover Method (MTR Tseung Kwan O Line)
65 Large amount of cut-and-cover tunnels were constructed in the MTR Tseung Kwan O Line in the reclaimed land of TKO New Town
66 Cut-and-cover tunnel constructed in difficult environment
67 Cut-and-cover tunnel constructed in hard rock zone
68 Box-section tunnel tube was constructed inside the tunnel trench using a set of traveling-type tunnel formwork
69 Tunnel Construction using Cut-and-Cover Method (KCR Kowloon Southern Link)
70 Section making use of cut-and-cover method to construct Alignment of the Kowloon Southern Link from Tsim Sha Tsui to Nam Chong
71 Tunnel section near Jordon with the cut-off walling support already installed before the commencement of excavation in full scale
72 Tunnel section near Jordon/Tsim Sha Tsui with the cut-and-cover tunnel trench being formed down to the formation level (part of the future West Kowloon Station) Note: the tunnel needs special traffic diversion arrangement when cutting across existing roadway
73 Alignment of tunnel Tunnel section along Jordon/Tai Kok Tsui (excavation up to about half of formation level) Tunnel trench crossing main water pipes and flyovers
74 Tunnel section between Olympus Station and Nam Chong Station
75 Falsework for work platform and access opening for work and handling of materials/equipments
76 Excavation halfway to the formation level Excavation just commenced Excavation at various stages Excavation completed down to the formation level and construction started for the tunnel structure using insitu method
77 Tunnel excavation and construction - crossing under an existing highway bridge with limited headroom and congested working environment crossing under an existing storm water discharge culvert Large-size storm water discharge culvert Tunnel tube under construction Tunnel working under very difficult condition
78 Temporary road deck supported by shoring Tunnel working under very difficult condition - crossing under busy surface roadway
79 Existing large dia. water main Foundation for existing pedestrian footbridge Tunnel working under very difficult condition - crossing congested underground service
80 Construction of the tunnel using in-situ method
81 Tunnel Construction using Immersed Tubes
82 Western Harbour Crossing is constructed using precast concrete immersed tube sections. A total of 12 sections have been used, each measures 113m x 33.5m x 8.5m high and weighs about 35,000 tons. The photo shows one of the 3 batches of immersed tubes being formed in the casting yard at Shek O, HK
83 The arrangement of the approach tunnels on West Kowloon Reclamation side. As can be seen here, the ventilation building also serves as the coupling structure to receive the first approaching immersed tube. After the tube being connected, the water embraced by the elbowing land would be filled to secure the coupling connection and make the tube land-bound.
84 The second immersed tube being towed to the launching position for sinking and connecting onto the first tube. The first tube at this stage has already been firmly positioned at the seabed and cannot be seen on the surface.
85 Touching up of the land surface after the completion of the immersed tube connection. Note also the construction of the tunnels for the Airport Railway on the right hand side of the reclaimed land.
86 Construction of the tunnel approach on both side of the Western Harbour Crossing
87 Associate works of the finished tunnel the approach tunnel and the connecting roadwork
88 Tunnel Construction Final Finishes and Fitting-out
89 Tunnel Section forming of the accessible service void
90 Covering of the tunnel wall and paving work
91 E&M facilities in a Tunnel Cable Trough for HV Cable LV Cable Cable for Utilities Companies ELV Cable
92 Fitting out of the tunnel interior and services installation
93 Installation of the tunnel wall panel
94 Laying of rail track in railway tunnel
95 End of presentation
Reshaping the urban quality of Hong Kong Using the Mass Transit Railway Networks
Reshaping the urban quality of Hong Kong Using the Mass Transit Railway Networks Raymond wai-man, Wong Professor chi-ming, Tam City University of Hong Kong The background Before 2007, HK s railway networks
53km. Deliver the New Era Network. Island Line Extension. will be added to our Hong Kong network. New Railway Projects are in progress
53km will be added to our Hong Kong network Deliver the New Era Network 4 New Railway Projects are in progress Island Line Extension opened in December 2014 Executive Management s Report Hong Kong Network
TBM CROSSING OF STATIONS
TBM CROSSING OF STATIONS Eng. Marco Barbanti Astaldi S.p.A. Eng. Tommaso Grosso Astaldi S.p.A. 18-11-2011 In the presence of groundwater the permeability of the ground is of great interest. It is important
Water Supplies Department Active WSD Capital Works Contracts
No. Title Active WSD Capital s Location of or Start 17/WSD/14 Improvement to waterworks facilities at Lantau South and Sha Tin Fuk Shing 42.600 16-Nov-15 Nov-18 Lantau South and mainlaying at Keung South
Safe & Sound Bridge Terminology
Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries
Milan M5 metro extension the construction of Lotto station
Milan M5 metro extension the construction of Lotto station Giuseppe LUNARDI, Rocksoil S.p.A., Italy giuseppe.lunardi@rocksoil.com Luca MANCINELLI, Rocksoil S.p.A., Italy, luca.mancinelli@rocksoil.com Massimiliano
Property Development
Property Development The Group will continue strengthening its reputation by enhancing the quality of its products and services and branding individual projects. High project marketability and improved
MAJOR INFRASTRUCTURE PROJECT MANAGEMENT SYSTEM IN HONG KONG
MAJOR INFRASTRUCTURE PROJECT MANAGEMENT SYSTEM IN HONG KONG CHOW Che King Hong Kong Academy of Engineering Sciences Abstract Within a few decades after World War II, the infrastructure development and
GOWANUS EXPRESSWAY TUNNEL PRIMER
GOWANUS EXPRESSWAY TUNNEL PRIMER T he New York State Department of Transportation is currently studying the replacement of the Gowanus Expressway with a tunnel. This investigation involves looking at a
Transit Oriented Development and Value Capture Hong Kong
UNESCAP Regional Expert Group Meeting on Sustainable and Inclusive Transport Development and 2 nd Asia BRTS Conference, 29 Sep 1 Oct 2014, Ahmedabad Transit Oriented Development and Value Capture Hong
Geotechnical Building Works (GBW) Submission Requirements
Building Control (Amendment) Act 2012 and Regulations 2012: Geotechnical Building Works (GBW) Submission Requirements Building Engineering Group Building and Construction Authority May 2015 Content : 1.
Allied Environmental Consultants Limited Green Building Certification and Consultancy Project Job Reference
- BEAM CNSULTANCY SERVICES - Description Location Rating proposed development at 1 Austin Rd W, West Kowloon, Kowloon, Hong Kong Kowloon BEAM Plus Environmental Consultancy Services for the Proposed ffice
The unit costs are based on the trend line of the 3 low bids for the average quantity.
Page 1 of 8 COST ESTIMATE GENERAL INSTRUCTIONS The unit costs are based on the trend line of the 3 low bids for the average quantity. Apply the Unit Costs to ordinary structures. Unit Costs should generally
Executive Management s Report Railway Operations
Executive Management s Report Railway Operations Integrating ONE Seamless Operation The newly merged operation will deliver more comprehensive and aligned services, enhanced efficiency and reduced fares
SECTION 02200 SUPPORT OF EXCAVATION
SECTION 02200 PART 1 GENERAL 1.01 DESCRIPTION A. Section including specifications for design and installation of excavation support. B. Section also includes specifications for excavation support systems
HONG KONG ZHUHAI MACAO LINK
Available online at www.sciencedirect.com Procedia Engineering 14 (2011) 1485 1492 The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction HONG KONG ZHUHAI MACAO LINK N.HUSSAIN
Hanson Building Products. precast basement solutions
Hanson Building Products precast basement solutions Hanson Building Products Basement Systems Add an extra dimension and combine the inherent flexible, structural and waterproof properties of concrete
STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.
STRUCTURES 1. General. Critical structures may impact the integrity of a flood control project in several manners such as the excavation for construction of the structure, the type of foundation, backfill
Supported Employment Service (As at August 2014)
(As at August 2014) Region District Name / Address Tel Fax Capacity Note Hong Kong Central & Western Sheung Wan Rehabilitation Centre Yan Chai Hospital 5/F - 6/F, 28 Ko Sing Street, Sheung Wan, HK Eastern
The Follo Line Project
The Follo Line Project Longest. UrbAN. Complex. Faster. 2015/1 Norwegian National Rail Administration the follo line project 1 2 the follo line project The project The Follo Line Project is currently the
EXCAVATION and BASEMENT CONSTRUCTION. Introduction
EXCAVATION and BASEMENT CONSTRUCTION Introduction In general, excavation means to loosen and.take out materials leaving space above or below ground. Sometimes in civil engineering term earthwork is used
Unit Price Averages Reports
Unit Price Averages Reports 12/7/2015 UNIT PRICE AVERAGES REPORT Disclaimer The information provided in the following Unit Price Averages Report is only for the use of Alberta Infrastructure & Transportation
METHOD OF STATEMENT FOR STATIC LOADING TEST
Compression Test, METHOD OF STATEMENT FOR STATIC LOADING TEST Tension Test and Lateral Test According to the American Standards ASTM D1143 07, ASTM D3689 07, ASTM D3966 07 and Euro Codes EC7 Table of Contents
DUDERSTADT FOUNDATION & CONSTRUCTION, LLC.
DUDERSTADT FOUNDATION & CONSTRUCTION, LLC. Drilling since 1916 2215 Belknap Place Phone (210) 824-3800 San Antonio, TX 78212-1904 Fax (210) 824-9525 www.duderstadtfoundation.com ABOUT THE COVER: Drilled
High Strain Dynamic Load Testing of Drilled Shafts
Supplemental Technical Specification for High Strain Dynamic Load Testing of Drilled Shafts SCDOT Designation: SC-M-712 (9/15) September 3, 2015 1.0 GENERAL This work shall consist of performing high-strain
The Guidance for the Management of Safety for Construction Works in Japanese ODA Projects
Contents The Guidance for the Management of Safety for Construction Works in Japanese ODA Projects September 2014 Japan International Cooperation Agency (JICA) i Contents ii Contents The Guidance for the
Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation
Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation Jeff R. Hill, P.E. Hayward Baker Inc. 111 W. Port Plaza Drive Suite 600 St. Louis, MO 63146 314-542-3040 JRHill@HaywardBaker.com
770 TH Tseung Kwan O Development, Phase II, Grade Separated Interchange T1/P1/P2
770 TH Tseung Kwan O Development, Phase II, Grade Separated Interchange T1/P1/P2 Introduction The T1/P1/P2 junction is situated, north of Tseung Kwan O (TKO) Town Centre, at the junction of TKO Tunnel
Engineering Survey System for TBM (Tunnel Boring Machine) Tunnel Construction
Engineering Survey System for TBM (Tunnel Boring Machine) Tunnel Construction, Hong Kong Key words: TBM, Tunnel Guidance System, Zigzag Traverse. SUMMARY For a TBM tunnel project, it is essential to establish
Söderströmtunnel: immersion in downtown Stockholm, Sweden
Söderströmtunnel: immersion in downtown Stockholm, Sweden J. Glückert Dipl.-Ing, Züblin Ground Engineering, Stuttgart, Germany N.H.J. Vink MSe, M. Reijm BSc, P.T. van Westendorp BSc Strukton Immersion
State Route 640 Itinerary Agrigento-Caltanissetta-A19. Description of work
Description of work Sicily Tunnel Caltanissetta Year: 2013 In progress Client: Anas s.p.a. Contractor: Empedocle 2 s.c.p.a. Total length: 28 km Works amount: 175.000.000,00 Activities: Construction design
List of Aided Special Schools (2015/2016)
List of Aided Special s (2015/2016) Revised as at September 2015 s for Children with Visual Impairment Name Address Tel Fax Web-site Ebenezer 131 Pokfulam Road, Pokfulam, Hong Kong 2817 6076 2817 4355
Installation PowerPoint for Grasscrete Formers
Installation PowerPoint for Grasscrete Formers 1 This document describes the two single-use tools utilized to create the Grasscrete product. The original Former is a vacuum formed light gauge plastic mold
Dulles Corridor Metrorail Project
Dulles Corridor Metrorail Project MONTHLY COST AND SCHEDULE UPDATE FOR PHASE 2 AS OF JULY 31, 2015 SEPTEMBER 2015 Phase 2 Cost Summary July Expenditures $ 19.2 Million Total Expenditures $ 508.7 Million
by Morgan Anamoah & Martin Feeney
The Lee Tunnel - TBM Launch one of the most complicated TBM launches ever undertaken to prevent 16m cubic metres of storm water and sewage being discharged annually by Morgan Anamoah & Martin Feeney T
USE OF MICROPILES IN TEXAS BRIDGES. by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch
USE OF MICROPILES IN TEXAS BRIDGES by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch DEFINITION OF A MICROPILE A micropile is a small diameter (typically less than 12 in.), drilled and
Executive Summary. Our Team
SKW Tunnel Builders is the most qualified, the most proven and the most capable team to deliver a quality project to the District: We are a local design-build contractor We are experienced tunnel builders
Materials. Estimating Steel. Players. Materials. Shop Drawings. Detailing Process. Standard shapes. Fabricated members, Built-up sections
Materials Standard shapes W sections, C channels, Structural T, Angles, Pipes, Tubes, Rods and Plates Fabricated members, Built-up sections Adding plates to beam flanges, Stiffeners to beam webs Built
Infrastructure Cost Data
Hewitt Estimating Consultants a Division of International Project Estimating Limited Infrastructure Cost Data www.infrastructurecost.com The Chief Estimator Software 150 Couling Crescent, Guelph Ontario,
SUPPLEMENTAL TECHNICAL SPECIFICATIONS BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS
July 14, 2015 1.0 GENERAL BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS This work shall consist of furnishing all materials, equipment, labor, and incidentals necessary for conducting bi-directional
Specification for tunnelling third edition. The British Tunnelling Society and The Institution of Civil Engineers
Specification for tunnelling third edition The British Tunnelling Society and The Institution of Civil Engineers Published by Thomas Telford Limited, 40 Marsh Wall, London E14 9TP, UK. www.thomastelford.com
The Manitoba Water Services Board SECTION 022180 Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11
Page 1 of 11 Part 1 General 1.1 DESCRIPTION OF WORK.1 The work described herein shall consist of the excavation of trenches (or excavation of tunnels); the supply and placing of bedding and backfill materials;
Business Unit. Tunnelling & Civil Engineering. Infrastructure solutions from a single source.
Business Unit Tunnelling & Civil Engineering Infrastructure solutions from a single source. 6 14 20 4 Innovative solutions on a sound basis 6 Tunnelling Setting new standards Transportation tunnels Power
The Group s attributable gross rental income in Hong Kong increased by 12% to HK$5,466 million
Review of Operations Business in Hong Kong Property Investment 2012 Highlights The Group s attributable gross rental income in Hong Kong increased by 12% to HK$5,466 million Held a total attributable gross
Sany Tunnel Boring Machines
Sany Tunnel Boring Machines 3 CORPORATE CULTRUE Mission Build a top Company, Foster top employees, Make top contributions Spirit Progress constantly, Develop national industry Core Value Morality first,
2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS
2006-2008 MHD BRIDGE SECTION WEIGHTED AVERAGE UNIT PRICES GUIDELINES FOR THE USE OF THE WEIGHTED AVERAGE UNIT PRICE TABULATION SHEETS GENERAL 10/16/2008 The listed average unit prices are based on the
TECHNICAL NOTE Culvert Sliplining and Lining of Casings with HPPipe
TECHNICAL NOTE Culvert Sliplining and Lining of Casings with HPPipe TN 5.14 February 2010 Introduction It may be at times necessary, in an aging infrastructure, to rehabilitate drainage and sanitary lines
Amendment to OPSS 415 (Nov 2008) Construction Specification for Pipeline and Utility Installation by Tunnelling
Engineering and Construction Services Division Standard Specifications for Sewers and Watermains TS 415 April 2013 Amendment to OPSS 415 (Nov 2008) Construction Specification for Pipeline and Utility Installation
Scope of EN 1090-1 Clarification Document
Scope of EN 1090-1 Clarification Document This document has been submitted to the European Commission as the UK view on the scope of EN 1090-1. After discussions, including with the European Technical
Customer-oriented construction services
Leighton Asia Customer-oriented construction services Operating in Asia since 1975, Leighton Asia is one of Asia s leading construction and mining contractors. Its unique combination of local knowledge
Types of Mining - Expert Table
See page 6 Minerals Downunder Teacher Guide (2002) - Activity 4a Types of Mining - Expert Table How to Jigsaw Information 1. Divide the class into Home Groups of five for the five different types of mining
Project Portfolio. Tunnels & Shafts
Project Portfolio Tunnels & Shafts TUNNELS AND SHAFTS Southern Water Dover U.K. Foul water sewer interceptor tunnel, 1.6km long, turn key design and construct sub-contract using NATM technique value 1.1m
Member Nation Report 2010 from Denmark.
Member Nation Report 2010 from Denmark. The has during the year 2010 arranged 6 member meetings including two technical site visits. The first technical site visit covered the 5.3 km long Leipzig City
KOSCIUSZKO BRIDGE PROJECT BRIDGE PRIMER
KOSCIUSZKO BRIDGE PROJECT BRIDGE PRIMER The New York State Department of Transportation (NYSDOT) is preparing an Environmental Impact Statement (EIS) to evaluate alternatives for the rehabilitation or
Machine Foundation Design
Machine Foundation Design As the structural engineer who recently designed the machine foundation for one of the largest vertical turning and milling centers in the country, in addition to over 250 other
Company Name Address Telephone No.
Name Address Telephone No. Dream Optical City Ltd Room 1503-6, 15/F, Soundwill Plaza, 38 Russell Street, Causeway Bay, 2388 2262 Eye - Channel Shop A1, G/F, Cheong Kee House, 21B Soy Street, Mong Kok,
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE
APPLICATION PROCEDURES FOR PLACEMENT OF UNDERGROUND WATER AND SEWER PIPELINES IN THE VICINITY OF TRANSPORTATION FACILITIES UNDER THE JURISDICTION OF ALBERTA TRANSPORTATION 1.0 Application Procedures 2.0
Elevated Roads for Sri Lanka
Elevated Roads for Sri Lanka M.T.R. Jayasinghe (Senior Professor, Structural Engineering, University of Moratuwa) Senior Professor M.T.R. Jayasinghe is a Professor of Structural Engineering, University
FUTURE SLAB. PENETRATIONS and. DEMOLITION of POST-TENSIONED FLOORS
FUTURE SLAB PENETRATIONS and DEMOLITION of POST-TENSIONED FLOORS 1.0 INTRODUCTION Post-tensioned floor slabs in Australia and South East Asia are now universally regarded as the most cost effective form
Source: Port Mann Bridge Plans Unveiled Today, CBC News, February 4, 2009.
Total project cost $2.5 billion (Canadian) Financed by tolls about $3 each direction. Total project length 37 km (McGill St in Vancouver to 216 th in Langley) The new Port Mann bridge 10 lanes (existing
Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations
Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations Nathan A. Ingraffea, P.E., S.E. Associate, KPFF Consulting Engineers, Portland, Oregon, USA Abstract The use of steel sheet
2015 Application Information and Admission Arrangement for Non-JUPAS Sub-degree and Undergraduate Programmes 1 (as at 19.6.2015)
2015 Application Information and Admission Arrangement for Non-JUPAS Sub-degree and Undergraduate Programmes 1 (as at 19.6.2015) Institution Caritas Bianchi College of Careers 1 Dec 2014 25 Sep 2015 $50
PLANNING CAREFUL NORTH VANCOUVER PIPE BURST REQUIRES
WATER & SEWER REHAB TECHNOLOGIES NORTH VANCOUVER PIPE BURST REQUIRES CAREFUL PLANNING Close proximity to storage silos, poor ground conditions and clogged storm sewer pipe puts trenchless contractor to
Settlement of Precast Culverts Under High Fills; The Influence of Construction Sequence and Structural Effects of Longitudinal Strains
Settlement of Precast Culverts Under High Fills; The Influence of Construction Sequence and Structural Effects of Longitudinal Strains Doug Jenkins 1, Chris Lawson 2 1 Interactive Design Services, 2 Reinforced
Legislative Council Panel on Transport Subcommittee on Matters Relating to Railways
Legislative Council Panel on Transport Subcommittee on Matters Relating to Railways CB(1)1354/13-14(01) Construction and Commissioning of the Hong Kong Section of the Guangzhou-Shenzhen-Hong Kong Express
Dr. K.N.Jha Department of Civil Engineering Indian Institute of Technology Delhi Block V, Room No. 322 knjha@civil.iitd.ac.in
1 Some case studies of construction accidents in India Special emphasis on safety of temporary structures Dr. K.N.Jha Department of Civil Engineering Indian Institute of Technology Delhi Block V, Room
Figure 5.6a Construction worksites and corridor access Note: Indicative only, subject to detailed design.
A 0 NORTH 200 metres George Lane worksite North Strathfield Station worksite Strath eld Triangle A B Existing rail corridor Proposed underpass approach New/extended bridge Worksites Existing track Proposed
BRIDGES ARE relatively expensive but often are
Chapter 10 Bridges Chapter 10 Bridges Bridg Bridges -- usually the best, but most expensive drainage crossing structure. Protect bridges against scour. BRIDGES ARE relatively expensive but often are the
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON THE USE OF WATERPROOFING MEMBRANES ON CONCRETE BRIDGE DECKS
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON THE USE OF WATERPROOFING MEMBRANES ON CONCRETE BRIDGE DECKS Research & Development Division RD/GN/033 June 2008 THE USE OF WATERPROOFING MEMBRANES ON CONCRETE BRIDGE
Relevant. Development Name and Location. Requirement(s) under Lease
1 Provision of Facilities and/or Open Space required under lease for the use by the public in private developments completed in or after 1980 (as at June 2015) Mount Haven 3 Liu To Road, (a) Public Carpark
SHAFT CONSTRUCTION IN TORONTO USING SLURRY WALLS
SHAFT CONSTRUCTION IN TORONTO USING SLURRY WALLS Vince Luongo Petrifond Foundation Co., Ltd. PROJECT DESCRIPTION The York Durham Sanitary System (YDSS) Interceptor in the Town of Richmond Hill located
Transmission Foundations Case History : Helical piles Hydro One Networks Inc.
Transmission Foundations Case History : Helical piles Hydro One Networks Inc. www.hubbellpowersystems.com Late in 2008, an aerial patrol discovered three 500kV towers with partially-collapsed foundations
Design of Bridges. Introduction. 3 rd to 4 th July 2012. Lecture for SPIN Training at the University of Dar es Salaam
Design of Bridges Introduction 3 rd to 4 th July 2012 1 FUNCTION OF A BRIDGE To connect two communities which are separated by streams, river, valley, or gorge, etc. 2 EVOLUTION OF BRIDGES 1. Log Bridge
Engineers at Liftech designed the structure of the first container crane and have designed and reviewed thousands of container cranes since.
Engineers at Liftech designed the structure of the first container crane and have designed and reviewed thousands of container cranes since. Liftech is the structural review engineer of record for most
DRIVING SERVICES SECTION. Guide to Taxi Written Test
DRIVING SERVICES SECTION Guide to Taxi Written Test Note: This pamphlet is for reference only and has no legal authority. The Driving Services Section of Transport Department may amend any part of its
Undergrounding high voltage electricity transmission. The technical issues
Undergrounding high voltage electricity transmission The technical issues This is an interactive PDF document with clickable links from the contents to all sections and back and also to URL and email links.
Appendix E Construction Methods
Appendix E Construction Methods Administrative Draft Environmental Impact Statement/Environmental Impact Report E-i Appendix E Construction Methods Table of Contents APPENDIX E CONSTRUCTION METHODS...
SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM
Shepherd University Board of Governors June 9, 2005 Agenda Item No. 9 SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM In 1994 construction began on the Byrd Science and
FY08 SEWER POINT REPAIRS BID TABULATION
6-07-831 Page 1 of 12 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING "
Elevating Your House. Introduction CHAPTER 5
CHAPTER 5 Elevating Your House Introduction One of the most common retrofitting methods is elevating a house to a required or desired Flood Protection Elevation (FPE). When a house is properly elevated,
King Post Wall Information
King Post Wall Information DAWSON-WAM specialise in the installation of piled retaining wall systems including steel sheet piling, concrete piled walls and king post walls. This document is our guide to
REVEWED BY: Ross Rogien B.O/P.R. ADDITIONAL REVIEW(S) REQ.-FIRE DEPT Y/N
PLAN REVIEW FOR: PROJECT NAME: OWNER: ARCH/DESIGNER: ADDRESS: Ph/Fx: Plans Dated: E-mail: Sealed By: Estimated Project Cost - $ REVEWED BY: Ross Rogien B.O/P.R. ADDITIONAL REVIEW(S) REQ.-FIRE DEPT Y/N
SAMPLE SCHEDULE OF VALUES APPLICATION & CERTIFICATE FOR PAYMENT
SAMPLE SCHEDULE OF S 1.00 General Conditions 1.01 Project Management 1.02 General Superintendent 1.03 Superintendents 1.04 Safety Engineer 1.05 Scheduling 1.06 Field Engineering 1.07 Bonds 1.08 Trailer
Value Engineering vs. Alternate Designs in Bridge Bidding
Value Engineering vs. Alternate Designs in Bridge Bidding Compares the advantages and disadvantages of alternate designs and value engineering in bidding of bridges as experienced in the State of Florida.
BUILDING OVER OR NEAR WATER & SEWER MAINS POLICY
MURRAY SHIRE COUNCIL BUILDING OVER OR NEAR WATER & SEWER MAINS POLICY ADOPTED: 1 May 2012 1 BUILDING OVER OR NEAR WATER AND SEWER MAINS POLICY CONTENTS 1. Objective... 2 2. Requirements for Building Near
IH-635 MANAGED LANES PROJECT, SEG. 3.2
IH-635 MANAGED LANES PROJECT, SEG. 3.2 Location: Dallas, Texas Owner: Texas Department of Transportation Client: Ferrovial Agroman Construction Cost: $1 Billion Construction Completion Date: December,
Vehicle Tracking Pad
Stormwater Quality Best Management Practices Construction Sites s When to use: Where construction vehicles leave active construction areas onto surfaces where runoff is not checked by sediment controls
hs2 Ground A non-technical guide
hs2 Ground Investigations A non-technical guide Contents HS2 ground investigations 1 Essential Q&A 2 2 In-ground investigation techniques 9 2.1 Cable percussion borehole 10 2.2 Rotary core borehole 12
Legislative Council Panel on Security Creation of a permanent Chief Superintendent of Police post of the Cyber Security and Technology Crime Bureau
LC Paper No. CB(2)1621/13-14(05) For discussion on 3 June 2014 Legislative Council Panel on Security Creation of a permanent Chief Superintendent post of the Cyber Security and Technology Crime Bureau
BRIDGE RESTORATION AND LANDSLIDE CORRECTION USING STRUCTURAL PIER AND GRADE BEAM
BRIDGE RESTORATION AND LANDSLIDE CORRECTION USING STRUCTURAL PIER AND GRADE BEAM Swaminathan Srinivasan, P.E., M.ASCE H.C. Nutting/Terracon David Tomley, P.E., M.ASCE KZF Design Delivering Success for
Hydraulic Excavators
Chapter 8 Hydraulic Excavators Hydraulic excavators are designed to excavate below the ground surface on which the machine rests. These machines have good mobility and are excellent for general-purpose
1.3.2 Method of construction and restoration of existing water service connections. This shall include:
1.0 GENERAL 1.1 DESCRIPTION: This specification shall cover the rehabilitation of existing water lines using the GRUNDOCRACK PIPE BURSTING SYSTEM. Pipe bursting is a system by which the pneumatic bursting
Application Form - Contracting Firm
Application Form - Contracting Firm This form is for civil construction and general contracting companies to apply for membership of Civil Contractors New Zealand Company s details CCNZ Branch you want
CONDITION ASSESSMENT, REPAIR STRATEGY AND BUDGET ESTIMATE FOR OLP PIER 1 RMG YARD AREA
OLP Piraeus Port Authority S.A. Greece CONDITION ASSESSMENT, REPAIR STRATEGY AND BUDGET ESTIMATE FOR OLP PIER 1 RMG YARD AREA Draft Final Report December 2015 OLP Piraeus Port Authority S.A. Greece CONDITION
OPTIMUS WORK CLASSIFICATION LIST ENTER ALL THAT APPLY
Cost Code # Description Cost Code # Description 01 00 00.001 General Requirements 02 00 00.001 Existing Conditions 01 31 19.13.001 Preconstruction Meetings 02 21 00.001 Surveys 01 32 33.001 Photographic
Virginia Approach Spans
Virginia Concrete Conference 2009 Woodrow Virginia Approach Spans David Tackoor, HNTB Formerly of URS Corp for Potomac Crossing Consultants Woodrow 1 Second Severn Crossing 2 Medway Crossing (Channel Tunnel
TUNNEL boring was originally attempted over 150 years
The advantages of tunnel boring : a qualitative/quantitative comparison of D&B and TBM excavation by Peter J Tarkoy, PhD, Geotechnical and Tunnel Construction Consultant and James E Byram, PhD, Senior
Design and Build of Passenger Terminal Building North Extension At Macau International Airport (RFQ-198) Section 6 Bill of Quantities
At Macau International Airport (RFQ-198) Section 6 Bill of Quantities Bill Nr. 1 Preliminaries Bill Nr. 1 PRELIMINARIES NOTES : (1) The work shall be done during day time and night time according to CAM/ADA
Structures Construction Pre-Work Checklist PRE-WORK SHEET FOR PROJECT MANAGERS
Structures Construction Pre-Work Checklist PRE-WORK SHEET FOR PROJECT MANAGERS 1 Proposal & Plans Received? 2 Review Proposal, highlight important facts. Know proposal well to be able to find answers quickly.
Repair or Replacement - Band-Aids vs. Surgery
Repair or Replacement - Band-Aids vs. Surgery Using RCP for the Replacement of Failed or Undersized Culverts www.concrete-pipe.org Introduction and Background Our Nation s infrastructure owners are facing