Shiziyang Tunnel of Guangzhou-Shenzhen-Hong Kong High Speed Railway
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Alternative Ground Control Strategies in Underground Construction
Alternative ground control strategies in underground construction Keynote address to be presented by Evert Hoek at an International Symposium on "PRACTICES AND TRENDS FOR FINANCING AND CONTRACTING TUNNELS AND UNDERGROUND WORKS" to be held in Athens, Greece, on 22-23 March 2012 www.tunnelcontracts2012.com/ Alternative ground control strategies in underground construction Evert Hoek Evert Hoek Consulting Engineer Inc., Canada ABSTRACT Underground works vary from shallow urban tunnels to very deep tunnels and caverns in the world’s great mountain ranges. The problems encountered at and between these extremes are entirely different and require appropriate approaches to site investigation, design and construction. The establishment of reliable financial estimates, construction schedules and contract proposals can only be done once a realistic geological model has been prepared and a clear understanding of the likely behaviour of the rock mass and the groundwater conditions has been established. The conditions that control the behaviour of different kinds of excavations in a variety of geological environments are presented in the context of case histories. The aim is to provide project owners, financial managers, insurance companies and contractors with a road map that may assist them in avoiding some of the pitfalls and in considering some of the alternative strategies in the development of underground projects. 1 INTRODUCTION Tunnels have been built for hundreds of years as part of transportation systems for people, goods, water and services. Until the middle of the last century these tunnels were generally small in size and the builders sought out the most favourable geology and topography in which to build them. -
Megabang for Megabucks: Driving a Harder Bargain on Megaprojects
Megabang for megabucks Driving a harder bargain on megaprojects Marion Terrill, Owain Emslie, and Lachlan Fox May 2021 Megabang for megabucks: Driving a harder bargain on megaprojects Grattan Institute Support Grattan Institute Report No. 2021-04, May 2021 Founding members Endowment Supporters This report was written by Marion Terrill, Owain Emslie, and Lachlan The Myer Foundation Fox. Nat Manawadu provided extensive research assistance and made National Australia Bank substantial contributions. Susan McKinnon Foundation We would like to thank numerous government and industry participants Affiliate Partners and officials for their helpful comments and insights. Ecstra Foundation The opinions in this report are those of the authors and do not Origin Energy Foundation necessarily represent the views of Grattan Institute’s founding Susan McKinnon Foundation members, affiliates, individual board members, reference group members, or reviewers. The authors are responsible for any errors or Senior Affiliates omissions. Cuffe Family Foundation Grattan Institute is an independent think tank focused on Australian Maddocks public policy. Our work is independent, practical, and rigorous. We aim Medibank Private to improve policy by engaging with decision makers and the broader The Myer Foundation community. Scanlon Foundation We acknowledge and celebrate the First Nations people on whose Trawalla Foundation traditional lands we meet and work, and whose cultures are among the Wesfarmers oldest continuous cultures in human history. Westpac For further information on Grattan’s programs, or to join our mailing list, Affiliates please go to: www.grattan.edu.au. You can make a donation to support Allens future Grattan reports here: www.grattan.edu.au/donate. Ashurst This report may be cited as: Terrill, M., Emslie, O., and Fox, L. -
Chlorinated and Polycyclic Aromatic Hydrocarbons in Riverine and Estuarine Sediments from Pearl River Delta, China
Environmental Pollution 117 (2002) 457–474 www.elsevier.com/locate/envpol Chlorinated and polycyclic aromatic hydrocarbons in riverine and estuarine sediments from Pearl River Delta, China Bi-Xian Maia,*, Jia-Mo Fua, Guo-Ying Shenga, Yue-Hui Kanga, Zheng Lina, Gan Zhanga, Yu-Shuan Mina, Eddy Y. Zengb aState Key Lab Laboratory of Organic Geochemistry, Guangzhou Institute of Geochemistry, Chinese Academy of Sciences, PO Box 1130, Guangzhou, Guangdong 510640, People’s Republic of China bSouthern California Coastal Water Research Project, 7171 Fenwick Lane, Westminster, CA 92683, USA Received 5 January 2001; accepted 3 July 2001 ‘‘Capsule’’: Sediments of the Zhujiang River and Macao Harbor have the potential to be detrimental to biological systems. Abstract Spatial distribution of chlorinated hydrocarbons [chlorinated pesticides (CPs) and polychlorinated biphenyls (PCBs)] and poly- cyclic aromatic hydrocarbons (PAHs) was measured in riverine and estuarine sediment samples from Pearl River Delta, China, collected in 1997. Concentrations of CPs of the riverine sediment samples range from 12 to 158 ng/g, dry weight, while those of PCBs range from 11 to 486 ng/g. The CPs concentrations of the estuarine sediment samples are in the range 6–1658 ng/g, while concentrations of PCBs are in the range 10–339 ng/g. Total PAH concentration ranges from 1168 to 21,329 ng/g in the riverine sediment samples, whereas the PAH concentration ranges from 323 to 14,812ng/g in the sediment samples of the Estuary. Sediment samples of the Zhujiang River and Macao harbor around the Estuary show the highest concentrations of CPs, PCBs, and PAHs. Possible factors affecting the distribution patterns are also discussed based on the usage history of the chemicals, hydrologic con- dition, and land erosion due to urbanization processes. -
MARTA Tunnel Construction in Decatur, Georgia
. 4 I lit. 18.5 . a37 no UOT- f SC- UM TM UMTA-MA-06-002 5-77-1 7 7 -2 4 T NO MARTA TUNNEL CONSTRUCTION IN DECATUR GEORGIA— A Case Study of Impacts Peter C. Wolff and Peter H. Scholnick Abt Associates Inc. 55 Wheeler Street Cambridge MA 02138 of TR4 A( JULY 1977 FINAL REPORT DOCUMENT IS AVAILABLE TO THE U.S. PUBLIC THROUGH THE NATIONAL TECHNICAL INFORMATION SERVICE, SPRINGFIELD, VIRGINIA 22161 Prepared for U.S, DEPARTMENT OF TRANSPORTATION URBAN MASS TRANSPORTATION ADMINISTRATION Office of Technology Development and Deployment Office of Rail Technology Washi ngton DC 20591 . NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Govern- ment assumes no liability for its contents or use thereof NOTICE The United States Government does not endorse pro- ducts or manufacturers. Trade or manufacturers' names appear herein solely because they are con- sidered essential to the object of this report. Technical Report Documentation Page 1 . Report No. 2. Government Accession No. 3. Recipient's Catalog No. UMTA-MA-06-0025- 77-14 4. Title and Subti tie 5. Report Date July 1977 iJfYlTfl- MARTA TUNNEL CONSTRUCTION IN DECATUR GEORGIA— A Case Study of Impacts 6. Performing Organization Code 8. Performing, Organi zation Report No. 7. Authors) DOT-TSC-UMTA-77-24 AAI 77-18 Peter Co Wolff and Peter H. Scholnick 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Abt Associates Inc. UM704/R7706 55 Wheeler Street 11. Contract or Grant No. -
Course Instructions
Course Instructions NOTE: The following pages contain a preview of the final exam. This final exam is identical to the final exam that you will take online after you purchase the course. After you purchase the course online, you will be taken to a receipt page online which will have the following link: Click Here to Take Online Exam. You will then click on this link to take the final exam. 3 Easy Steps to Complete the Course: 1.) Read the Course PDF Below. 2.) Purchase the Course Online & Take the Final Exam – see note above 3.) Print Out Your Certificate Tunnel Inspection Manual Final Exam 1. This manual provides specific information for the inspection of both highway and rail transit tunnels. a. True b. False 2. As per Figure 2.8, the horseshoe tunnel shape typically exists in: a. clay b. shale c. sandstone conditions d. rock conditions 3. Regarding Ventilation Systems, tunnel ventilation systems can be categorized into ____ main types: a. one. b. five. c. three. d. four. 4. Regarding Inspection Qualifications, the inspection should be accomplished with teams consisting of a minimum of ____ individuals: a. one. b. two. c. three. d. four. 5. As per Table 3-1, the acronym PCLS stands for: a. Precast Concrete Liner Segments. b. Post-tensioned Concrete Liner Segments. c. Polymer Cast Liner Sleeve. d. Post Construction Limed Shotcrete. 6. Considering Inspection of Civil/Structural Elements, the tunnel owner should establish the frequency for up-close inspections of the tunnel structure based on the age and condition of the tunnel. -
Construction, Carpentry Contractors
Carpentry Contractors 1997 Issued August 1999 EC97C-2355A 1997 Economic Census Construction Industry Series U.S. Department of Commerce Economics and Statistics Administration U.S. CENSUS BUREAU ACKNOWLEDGMENTS Many persons participated in the various The Economic Product Team, with primary activities of the 1997 Economic Census for contributions from Christina Arledge, the Construction sector. The Economic Andrew W. Hait, Barbara L. Lambert, Census Staff of the Economic Planning and and Jennifer E. Lins, was responsible for Coordination Division did the overall plan- the development of the product creation ning and review of the census operations. system to support the 1997 Economic Census product dissemination. Manufacturing and Construction Division prepared this report. Judy M. Dodds, The Geography Division staff developed Assistant Chief for Census and Related geographic coding procedures and associ- Programs, was responsible for the overall ated computer programs. planning, management, and coordination. The Economic Statistical Methods and Pro- Patricia L. Horning, Chief, Construction gramming Division, Charles P. Pautler and Minerals Branch, assisted by Susan L. Jr., Chief, developed and coordinated the Hostetter, Section Chief, performed the computer processing systems. Martin S. planning and implementation. Carla M. Harahush, Assistant Chief for Quinquen- Bailey, Michael A. Blake, Tamara A. nial Programs, was responsible for design Cole, Nina S. Heggs, Donald G. and implementation of the computer Powers, Linda M. Taylor, and Robert A. systems. Samuel Rozenel, Chief, Current Wright provided primary staff assistance. Construction Branch, Kevin J. Brian Greenberg, Assistant Chief for Montgomery and Leonard S. Research and Methodology Programs, Sammarco, Section Chiefs, supervised the assisted by Stacey Cole, Chief of Manu- preparation of the computer programs. -
Seismic Design of Tunnels a Simple State-Of-The-Art Design Approach
Front,Chp1,2/Mngrph Text 1993 11/21/03 3:53 PM Page 1 1991 William Barclay Parsons Fellowship Parsons Brinckerhoff Monograph 7 Seismic Design of Tunnels A Simple State-of-the-Art Design Approach Jaw-Nan (Joe) Wang, Ph.D., P.E. Professional Associate Parsons Brinckerhoff Quade & Douglas, Inc. June 1993 Front,Chp1,2/Mngrph Text 1993 11/21/03 3:53 PM Page 2 First Printing 1993 Copyright © Jaw-Nan Wang and Parsons Brinckerhoff Inc. All rights reserved. No part of this work covered by the copyright thereon may be reproduced or used in any form or by any means — graphic, electronic, or mechanical, including photocopying, recording, taping, or information storage or retrieval systems — without permission of the publisher. Published by Parsons Brinckerhoff Inc. One Penn Plaza New York, New York Front,Chp1,2/Mngrph Text 1993 11/21/03 3:53 PM Page i CONTENTS Foreword ix 1.0 Introduction 1 1.1 Purpose 3 1.2 Scope of this Study 4 1.3 Background 4 Importance of Seismic Design 4 Seismic Design before the ‘90s 5 1.4 General Effects of Earthquakes 7 Ground Shaking 7 Ground Failure 8 1.5 Performance Record in Earthquakes 8 2.0 Seismic Design Philosophy for Tunnel Structures 13 2.1 Seismic Design vs. Conventional Design 15 2.2 Surface Structures vs. Underground Structures 15 Surface Structures 15 Underground Structures 16 Design and Analysis Approaches 16 2.3 Seismic Design Philosophies for Other Facilities 17 Bridges and Buildings 17 Nuclear Power Facilities 17 Port and Harbor Facilities 18 Oil and Gas Pipeline Systems 18 2.4 Proposed Seismic Design Philosophy -
Fact Sheet for Investors (Updated As at March 31, 2011)
(SSE Stock Code: 601390; HKEx Stock Code: 00390) Fact Sheet for Investors (Updated as at March 31, 2011) Introduction China Railway Group Limited is one of the largest multi-functional integrated construction groups in the PRC and Asia in terms of aggregate engineering contract income, and rank 95 in Fortune Global 500. We offer a full range of construction-related services, including infrastructure construction, survey, design and consulting services, engineering equipment and component manufacturing, and has also expanded business spectrum to property development and other businesses such as mining. Objective Riding on the Group’s stable development and solid business foundation, we will strengthen our leadership role in the Chinese and Asian construction markets and continue our market expansion, with an ultimate goal of becoming the leading construction group in the world. Five Core Businesses We have constructed, extended and rebuilt over two-thirds of the total Infrastructure operating length of China’s railway lines, as well as built more than 90% Construction of the total operating length of China’s electrified railway lines. We are also a leading constructor of roads, bridges, tunnels and municipal works. In addition, we have more than 50% share of China’s metropolitan railway construction market. We are the leading survey, design and consulting services provider in Survey, Design the mainland infrastructure industry, offering a full suite of services to and our customers. We have more than 40% share of the electrified Consulting railway market and about 30% of the metropolitan railway survey and design market. Services We are the largest manufacturer of a range of railway equipment and Engineering components in China, and one of the largest manufacturers of railway Equipment and turnouts in the world. -
International Society for Soil Mechanics and Geotechnical Engineering
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. Geotechnical engineering considerations for the analytical design of an adequate tunnel support system Joan Ongodia, Denis Kalumba, Civil Engineering, University of Cape Town, Graduate student & Senior Lecturer, South Africa, [email protected] Harrison Mutikanga, Brajesh Ojha Civil Engineer, Uganda Electricity Generation Company Limited, Uganda & Civil Engineer, Navayuga Engineering Company, India ABSTRACT: Tunnel excavation impacts the ground both at the surface and underneath thereby affecting the natural in-situ stability. Failure results from stress redistribution, stress relaxation and deformations around the tunnel. Ultimately, tunnel failure occurs when the loads exceed the value of the bearing resistance. Therefore, a support system comprising unique structural components is needed to resist the weight of unstable rock wedges thereby ensuring that the tunnel does not fail. Nevertheless, stability depends on an effective rock- support interaction, specifically with the rock bolt which is the main support member. In order to assess and improve stability conventional methods to design are borrowed from geology which assesses material properties by visual observation, physical identification, using rudimentary geological handy tools, charts and graphs to estimate tunnel support ranges. For stability, the specific value of the required capacity to prevent failure should be established. -
Effect of Tunnel Depth on the Amplification Pattern Of
Effect of tunnel depth on the amplification pattern of environmental vibrations considering the seismic interactions between the tunnel and the surrounding soil: A numerical simulation Fatih Göktepe (Main and Corresponding Author) Bartin University, Faculty of Engineering, Architecture and Design, Department of Civil Engineering 74110, Bartın (Turkey) [email protected] Manuscript Code: 14062 Date of Acceptance/Reception: 13.08.2020/11.10.2019 DOI: 10.7764/RDLC.19.2.255 Abstract The amplitude and frequency of seismic waves caused by an earthquake are modified according to the physical characteristics of the subsurface. Further modification is due to soil - structure kinematic interactions between the subsurface medium and the seismic waves. Analysis of ground motion and subsurface propagation of a seismic wave in the presence of an underground structure needs to include appropriate ground input motion parameters. In order to ensure the protection of important engineering structures, and to prevent environmental damage under earthquake excitation, the dynamic response of the vibrating underground structure needs to be carefully analyzed in terms of wave propagation problems. The aim of this study is to evaluate the effects of the amplification on free field motions, including the underground structure, when considering the tunnel-soil interaction, using numerical tools. The 2-D finite element method was used as a numerical model to determine the magnification effect of seismic excitation with various frequencies, on surface vibration, in the presence of a tunnel structure. Results showed that the presence of underground structure amplified the seismic vibrations on the free field and tunnel, depending on the frequency of the external load and the local soil condition. -
Chapter 3: Construction Methods and Activities
Chapter 3: Construction Methods and Activities 3.1 INTRODUCTION This chapter describes the construction methods and activities for the Hudson Tunnel Project’s Preferred Alternative. The Preferred Alternative has two overarching components: (1) the construction of a new trans-Hudson tunnel (the Hudson River Tunnel) and associated surface and rail system improvements; and (2) the rehabilitation of the existing North River Tunnel. To ensure that the passenger rail system continues to operate at existing service levels during construction, the new tunnel would be constructed and put into operation before the rehabilitation of the North River Tunnel occurs. The Project Sponsor that will advance the Project through final design and construction, including compliance with mitigation measures, has not yet been identified. The Project Sponsor may include one or more of the Port Authority of New York & New Jersey (PANYNJ), the National Railroad Passenger Corporation (Amtrak), New Jersey Transit Corporation (NJ TRANSIT), and/or another entity that has not yet been determined. This chapter provides an overview of the likely construction methods that would be used for the Preferred Alternative, a discussion of locations where construction would occur, and a description of the potential sequencing and schedule for construction. For the new Hudson River Tunnel, this includes construction of surface tracks in New Jersey from Secaucus to the new tunnel portal in North Bergen; a new tunnel consisting of two tracks in two separate tubes beneath the Palisades, the Hudson River, and the waterfront area in Manhattan; and track modifications near Penn Station New York (PSNY) in Manhattan; and construction of ventilation shafts and fan plants in both Hoboken and Manhattan.1 The rehabilitation of the North River Tunnel includes conventional demolition and construction methods to replace tunnel elements and rail systems. -
Design and Construction of Road Tunnels-Part 4
Design & Construction of Road Tunnels: Part 4 Obstacles and Mitigation Ezekiel Enterprises, LLC Design and Construction of Road Tunnels: Part 4 Obstacles and Mitigation Five (5) Continuing Education Hours Course #CV7054 Approved Continuing Education for Licensed Professional Engineers EZ-pdh.com Ezekiel Enterprises, LLC 301 Mission Dr. Unit 571 New Smyrna Beach, FL 32170 800-433-1487 [email protected] Design & Construction of Road Tunnels: Part 4 Obstacles and Mitigation Ezekiel Enterprises, LLC Course Description: The Design and Construction of Road Tunnels: Part 4 Obstacles and Mitigation course satisfies five (5) hours of professional development. The course is designed as a distance learning course that enables the practicing professional engineer to identify and handle many of the hurdles encountered during tunnel construction. Objectives: The primary objective of this course is enable the student to understand the reasons and methods to consider regarding seismic activity in the design process. The concepts of mined/bored tunnel construction engineering. Also, how to monitor the performance of the tunnel construction process, and how to identify, characterize and repair tunnels. Grading: Students must achieve a minimum score of 70% on the online quiz to pass this course. The quiz may be taken as many times as necessary to successful pass and complete the course. A copy of the quiz questions are attached to last pages of this document. Design and Construction of Road Tunnels: Part 4 Obstacles and Mitigations Ezekiel Enterprises,