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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. -
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. -
South Palo Alto Tunnel with At-Grade Freight
RAIL FACT SHEETS South Palo Alto Tunnel with At-Grade Freight About the Tunnel with At-Grade Freight For the tunnel alternative, the railroad tracks will be lowered in a trench south of Oregon Expressway to approximately Loma Verde Avenue. The twin bore tunnel will begin near Loma Verde Avenue and extend to just south of Charleston Road. The railroad tracks will then be raised in trench to approximately Ferne Avenue. The new electrified southbound railroad tracks will be built at the same horizontal location as the existing railroad track, however, the northbound track will be moved to the east within the limits of the tunnel to accommodate the spacing required between the twin bores. The railroad tracks in the trench and tunnel will carry only passenger trains. The freight trains will remain at-grade. The roadways at Meadow Drive and Charleston Road remain at their existing grade and will have a similar configuration that exists today with the addition of Class II buffered bike lanes on Charleston Road. This will require expanding the width of the road to maintain bike lanes through the overpass of the railroad. By the numbers Neighborhood Considerations • Diameter of twin bores is 30 feet. • Alma Street will permanently be reduced to one lane • Railroad track is designed for 110 mph. in each direction from south of Oregon Expressway to Ventura Avenue and from Charleston Road to Ferne • Meadow Drive and Charleston Road are Avenue. designed for 25 mph. • The train tracks will be approximately 70 feet below the Proposed Ground Level View - Looking Southwest • Maximum grade on railroad is 2%. -
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. -
Harvesting Peat from the Bog to Your Operation
MEDIA & FERTILIZER Harvesting Peat from the Bog to your Operation Figure 1. A virgin sphagnum bog in Quebec, Canada. Learn what’s involved in harvesting, packaging and shipping peat for horticulture production. The Canadian Peat Moss Industry By Neil Mattson, Bill Miller and Jeff Bishop • In 1999, 1.2 million metric tons of peat (10 million cubic meters) was harvested in Canada. n the 1960s, professors at Cornell University Harvesting and Processing were among the fi rst to advocate the use of peat When a company wants to open a new peat • It is estimated that 70 million metric tons in their soilless Peat-Lite mixes for greenhouse bog for harvesting, surveys are conducted to of peat accumulates annually in Canada, so production. Several properties of peat moss determine if a site contains horticulture grade current harvesting represents 1.7 percent Ihave led to its widespread adoption by the industry sphagnum. Th e peat should have a depth of at of annual accumulation. Thus, peat is over the intervening decades; these include: high least 2 meters, as it is desirable that a bog be able accumulating some 60 times faster than water holding and cation exchange capacity, lack to be harvested for many years (Figure 2). Ditches it is being harvested. of residual herbicides and weed seeds compared are built to drain surface water and access roads • Canada is estimated to contain 280 mil- to soil and composts, and low incidence of root- lion acres of peat land. In contrast, the peat borne pathogens. industry harvests on ca. 42,000 acres. -
CHAPTER 9. SITE DEVELOPMENT Article 1. Grading, Excavation and Filling Sec
Walnut Creek Municipal Code TITLE 9. BUILDING REGULATIONS CHAPTER 9. SITE DEVELOPMENT CHAPTER 9. SITE DEVELOPMENT Article 1. Grading, Excavation and Filling Sec. 9-9.01. Purpose. It is the declared intent of the City of Walnut Creek to promote the conservation of natural resources, including the natural beauties of the land, streams and water sheds, hills and vegetation, and as described in Sec. 10-2.1301 of the Walnut Creek Municipal Code and Government Code §65560(b) (1) to protect the health and safety, including the reduction or elimination of the hazards of earth slides, mud flows, rock falls, undue settlement, erosion, siltation and flooding, or other special conditions as described in Government Code §65560(b) (4) by minimizing the adverse effects of grading, cut and fill operations, water runoff and soil erosion. Therefore, the following regulatory provisions of this chapter are hereby adopted for the purpose of stringent control of all aspects of grading operations. (§1, Ord. 1193, eff. December 26, 1973) Sec. 9-9.02. Permits Required. No person shall do any grading without first having obtained a grading permit from the City except for the following: a. An excavation below finished grade for basements and footings of a building, retaining wall, swimming pool or other structure authorized by a valid building permit. This statement shall not exempt from permit requirements any fill made with the material from such excavation nor exempt any excavation having an unsupported height greater than five feet after the completion of such structure; b. Cemetery graves; c. Refuse disposal sites controlled by other regulations; d. -
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. -
Slope Stabilization and Repair Solutions for Local Government Engineers
Slope Stabilization and Repair Solutions for Local Government Engineers David Saftner, Principal Investigator Department of Civil Engineering University of Minnesota Duluth June 2017 Research Project Final Report 2017-17 • mndot.gov/research To request this document in an alternative format, such as braille or large print, call 651-366-4718 or 1- 800-657-3774 (Greater Minnesota) or email your request to [email protected]. Please request at least one week in advance. Technical Report Documentation Page 1. Report No. 2. 3. Recipients Accession No. MN/RC 2017-17 4. Title and Subtitle 5. Report Date Slope Stabilization and Repair Solutions for Local Government June 2017 Engineers 6. 7. Author(s) 8. Performing Organization Report No. David Saftner, Carlos Carranza-Torres, and Mitchell Nelson 9. Performing Organization Name and Address 10. Project/Task/Work Unit No. Department of Civil Engineering CTS #2016011 University of Minnesota Duluth 11. Contract (C) or Grant (G) No. 1405 University Dr. (c) 99008 (wo) 190 Duluth, MN 55812 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Minnesota Local Road Research Board Final Report Minnesota Department of Transportation Research Services & Library 14. Sponsoring Agency Code 395 John Ireland Boulevard, MS 330 St. Paul, Minnesota 55155-1899 15. Supplementary Notes http:// mndot.gov/research/reports/2017/201717.pdf 16. Abstract (Limit: 250 words) The purpose of this project is to create a user-friendly guide focusing on locally maintained slopes requiring reoccurring maintenance in Minnesota. This study addresses the need to provide a consistent, logical approach to slope stabilization that is founded in geotechnical research and experience and applies to common slope failures. -
Section 31 22 13 ‐ Site Grading
University of Houston Master Construction Specifications Insert Project Name SECTION 31 22 13 ‐ SITE GRADING PART 1 ‐ GENERAL 1.1 SCOPE OF WORK A. This Section pertains to the earthwork generally consisting of excavation, filling, backfilling and subgrade preparation as required for construction of site retaining walls/structures, slab on grade walks, pavement surfaces, landscaped areas and the general shaping of the site as shown, described or reasonably inferred on the drawings. B. Subsurface data is available from the *Owner. Contractor is urged to carefully analyze the site conditions. C. This section excludes work necessary for building pad preparations. Work within the building footprint and surrounding 5 feet shall be accomplished under technical specification 31 23 00 Excavation and Fill prepared by *STRUCTURAL ENGINEER]. D. Construction Means, Methods, Techniques, Sequences and Procedures: 1. The Contractor is solely responsible for, and has sole control over, construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work. 2. Shoring that is required to complete the Work, is considered a method or technique and is the sole responsibility of the Contractor. If a regulatory agency requires a licensed engineer to design, approve or provide drawings for shoring, then it is the sole responsibility of the Contractor to engage the services of a qualified Engineer for shoring design services. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. Drawings and general provisions of the Contract, including A‐procurement and Contracting Requirements, Division 00 and Division 01 apply to this section. B. Section 31 11 00 Clearing and Grubbing C. Section 31 23 33 Trenching, Backfilling and Compaction D. -
Steep Slopes
FACT SHEET : 12 FACT SHEET: 12 Steep Slopes iTRaC is the Nashua Regional Steep slopes are legally defined as hillsides Figure 1: Example of a 15% slope Planning having a 15 foot, or greater, vertical rise Commission’s over 100 feet of horizontal run, or 15% slope 15% slope new approach 75’ to community (Figure 1). They are often undesirable ar- planning that eas for development due to the difficulty focuses on 500’ integrating of building on steep grades. On the other transportation, hand, these slopes can provide wildlife land use and environmental habitat, recreational opportunities, and Steep slopes have a ≥15 ft vertical rise over a planning. The scenic views, preserving the unique and 100 ft horizontal run, or a 15% slope. program was developed to culturally valuable environmental qualities assist that people treasure in New Hampshire. communities in dealing with the challenges of growth in a Difficulties Developing Steep Slopes coordinated Strategies for Developing Steep Slopes way that sustains Erosion ~ The loss of vegetation and Vegetation can stabilize soil and prevent erosion community disruption of natural drainage patterns on steep slopes by binding loose soil with roots character and brought about by development on a sense of and slowing the passage of water down the place. steep slopes can cause erosion problems slope. Replanting disturbed locations after con- leading to potential flooding, stream struction with a combination of trees, shrubs, sedimentation, and slope instability. and groundcover is key. Infrastructure ~ Providing infrastructure to hillside development can be expensive Berms are long earthen mounds running per- to engineer and construct. -
Chapter 1 Overview and History of the Expanded Shale, Clay and Slate
Chapter 1 Overview and History of the Expanded Shale, Clay and Slate Industry April 2007 Expanded Shale, Clay & Slate Institute (ESCSI) 2225 E. Murray Holladay Rd, Suite 102 Salt Lake City, Utah 84117 (801) 272-7070 Fax: (801) 272-3377 [email protected] www.escsi.org CHAPTER 1 1.1 Introduction 1.2 How it started 1.3 Beginnings of the Expanded Shale, Clay and Slate (ESCS) Industry 1.4 What is Rotary Kiln Produced ESCS Lightweight Aggregate? 1.5 What is Lightweight Concrete? 1.6 Marine Structures The Story of the Selma Powell River Concrete Ships Concrete Ships of World War II (1940-1947) Braddock Gated Dam Off Shore Platforms 1.7 First Building Using Structural Lightweight Concrete 1.8 Growth of the ESCS Industry 1.9 Lightweight Concrete Masonry Units Advantages of Lightweight Concrete Masonry Units 1.10 High Rise Building Parking Structures 1.11 Precast-Prestressed Lightweight Concrete 1.12 Thin Shell Construction 1.13 Resistance to Nuclear Blast 1.14 Design Flexibility 1.15 Floor and Roof Fill 1.16 Bridges 1.17 Horticulture Applications 1.18 Asphalt Surface Treatment and Hotmix Applications 1.19 A World of Uses – Detailed List of Applications SmartWall® High Performance Concrete Masonry Asphalt Pavement (Rural, City and Freeway) Structural Concrete (Including high performance) Geotechnical Horticulture Applications Specialty Concrete Miscellaneous Appendix 1A ESCSI Information Sheet #7600 “Expanded Shale, Clay and Slate- A World of Applications…Worldwide 1-1 1.1 Introduction The purpose of this reference manual (RM) is to provide information on the practical application of expanded shale, clay and slate (ESCS) lightweight aggregates.