Tunneling & Underground Construction
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Discussion Document and Project Experience for Wine Caves Condor Earth Technologies, Inc
Discussion Document and Project Experience For Wine Caves Condor Earth Technologies, Inc. www.CondorEarth.com COMPANY OVERVIEW Condor has served California, Oregon, 50 employee-owners. Our staff includes over 25 Washington and Texas wineries for over 25 professionals consisting of civil and years from our California offices in Stockton, geotechnical engineers, engineering geologists, Sonora, Merced and Rancho Cordova. Condor’s environmental geologists and hydrogeologists. team of professionals provide engineering and Condor’s wine cave project support role often environmental consulting services for a wide begins as early as planning and project scoping, range of projects and clients. Our wine cave and carries through design, permitting and contractor tunnel design services have been used on over selection, and continues through construction 250 projects over the past 25 years. Condor is a with quality assurance, owner’s representative 100% employee owned firm with approximately and construction management services. CONDOR’S MISSION STATEMENT “To provide high quality, professional services for value-enhanced resource management and infrastructure development.” 1 WINE CAVES support. This has often involved a multi-staged YESTERDAY AND TODAY effort to: The history of wine cave construction in the 1. Identify suitable sites for development of United States dates back to the late 1850’s or early facilities. 1860’s in the Napa/Sonoma Valley region. 2. Evaluate local, state and federal permit California’s first wine cave was constructed at requirements to obtain project Buena Vista Winery in Sonoma. Soon after, Jacob entitlements. Schram founded Schramsberg Vineyards near 3. Undertake geologic survey work to Calistoga, California in 1862. Eight years later, identify ground conditions suitable to cave Schram found a new job for the Chinese laborers development. -
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. -
FHWA Road Tunnel Design Guidelines July 2004 6
PB2006-100660 111 1111111111111\11 11111111111 1111 FHWA Road Tunnel Design Guidelines u.s. Department ofTransportation Federal Highway Administration .,.. u S Deportrrool 01 TrrnspOOa1lOO {"., Federal Highway AdmlnislTaI.on Notice This docllment is disseminated ul/der the sponsorship ()/th e Us. Deportment ()/ Transportation in th e illterest o/injormotiotl exchange. Th e Us. Governme17l aSSlIlll es 110 liabililY jorlhe lise 0/ Ih e ill/ormation cOl/tail/ed in filis doellmel/f. Th e Us. Govemlllenl does I/ ot endorse produc fs or manl!/actllrers. Tradell/arks or Illwlu/acllIrers' nallles appear in fhis reporr onlv becallse they are considered essential to the objecrive o/fh e documenl. Quality Assurance Statement Th e Federal Highway Adlllinistratiol/ (FI-n'VA) provides high-quality injorlllation 10 serve Govemmelll. indusl7 y . and Ih e public in a manller thaI prolJlOles public lIl/ders/(fllding. Standards and policies are used 10 ens lire and n/(/xi mi~ e the qllali(v. objectivity, llfilit)', and integritv o/its in/ormation. FHWA perio C/ica/~) 1 reviell 's qllalif)' isslies lind adjusts irs prograllls and processes to ensure cOl/til/liOUS quality improvement. Rli /'liOIWCELJ or: ~ U,S. O " pa rl l1l~ Ht ()fCDm lU t' r~~ ,~a l Ju ,, ~ 1 '['tc hll k ~1 I nror lll ~ li u " Sr n lee S l lri l1 un~hl, \ irginia 2216 1 PROTECTED UNDER INTERNATIONAL COPYRIGHT ALL RIGHTS RESERVED NATIONAL TECHNICAL INFORMATION SERVICE U.S. DEPARTMENT OF COMMERCE FtiWA Road Till/lie! Design Guidelill!,,\' ~"" l.,[ S C(·j:::<lttrr~en~ '..... -t rf:YH~~0"fQtl:)""! {~ Federa! Highway Administratlofl 1. -
Italy and China Sharing Best Practices on the Sustainable Development of Small Underground Settlements
heritage Article Italy and China Sharing Best Practices on the Sustainable Development of Small Underground Settlements Laura Genovese 1,†, Roberta Varriale 2,†, Loredana Luvidi 3,*,† and Fabio Fratini 4,† 1 CNR—Institute for the Conservation and the Valorization of Cultural Heritage, 20125 Milan, Italy; [email protected] 2 CNR—Institute of Studies on Mediterranean Societies, 80134 Naples, Italy; [email protected] 3 CNR—Institute for the Conservation and the Valorization of Cultural Heritage, 00015 Monterotondo St., Italy 4 CNR—Institute for the Conservation and the Valorization of Cultural Heritage, 50019 Sesto Fiorentino, Italy; [email protected] * Correspondence: [email protected]; Tel.: +39-06-90672887 † These authors contributed equally to this work. Received: 28 December 2018; Accepted: 5 March 2019; Published: 8 March 2019 Abstract: Both Southern Italy and Central China feature historic rural settlements characterized by underground constructions with residential and service functions. Many of these areas are currently tackling economic, social and environmental problems, resulting in unemployment, disengagement, depopulation, marginalization or loss of cultural and biological diversity. Both in Europe and in China, policies for rural development address three core areas of intervention: agricultural competitiveness, environmental protection and the promotion of rural amenities through strengthening and diversifying the economic base of rural communities. The challenge is to create innovative pathways for regeneration based on raising awareness to inspire local rural communities to develop alternative actions to reduce poverty while preserving the unique aspects of their local environment and culture. In this view, cultural heritage can be a catalyst for the sustainable growth of the rural community. -
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. -
Cold Water Cave
REPORT ON COLD WATER CAVE A SummaJ f Research Results with Inclusion of Information Related to Potential Development of a New Recreational Facility by the State of Iowa Submitted to The Honorable Robert D. Ray Governor State of Iowa by Donald L. Koch and James C. Case Iowa Geological Survey for Samuel J. Tuthill Director, Iowa Geological Survey and Fred A. Priewert Director, Iowa Conservation Commission December 1974 J CONTENTS Page RECOMMENDATIONS OF THE IOWA GEOLOGICAL SURVEY INTRODUCTION 5 APPENDIXES I. LEASE AGREEMENT 6 11. EXPLORATION DRILLING 7 111. FACILITIES AND SAFETY PROGRAM 11 IV. CAVERN ATMOSPHERE 13 v. WATER ANALYSES: CHEMICAL ANALYSES 18 WATER QUALITY 21 VI. SURVEYING PROGRAM 22 VII. FAUNA AND FLORA 25 VIII. VERTEBRATE REMAINS 37 IX. SPELEOTHEMS: DESCRIPTION 40 RADIOMETRIC DATING 42 CLIMATIC HI STORY 49 GROWTH AND DISSOLUTION 53 X. RECOMMENDATIONS OF CONSULTANTS 55 XI. ESTIMATED VISITOR ATTENDANCE 59 XII. ESTIMATED DEVELOPMENT COSTS 66 XIII. MISCELLANEOUS ITEMS: GEOLOGIC-HYDROLOGIC SETTING 76 GRAVITY STUDY 76 PALYNOLOGY 77 COATINGS 77 PUBLICITY 78 TOTAL EXPENDITURE 78 J Figures Figure Page 1 Logs of drill holes 9 2 Interpretation of drill hole data 10 3 Cold Water Cave C0 levels 15 2 4 Variation in dissolved solids and selected ion concentrations 19 5 Speleothem sample No. 1 43 6 Speleothem sample No. 2 44 7 Speleothem sample No. 3 45 8 Speleothem sample No. 4 46 9 Speleothem sample No. 5, 5a 47 10 Speleothem sample No. 6 48 11 Temperature fluctuations through time 51 12 Meteoric water line 52 13 Primary and secondary service -
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. -
Business Name Full Addr City State Zipcode Status Contract Lic Per Startdt Per Enddt
BUSINESS_NAME FULL_ADDR CITY STATE ZIPCODE STATUS CONTRACT_LIC PER_STARTDT PER_ENDDT A+ ALARM SPECIALISTS 1405 HUNTINGTON AVE 305 S SAN FRANCISCO CA 94080 License Renewed 785565 7/1/2018 6/30/2019 24/7 ROOTER & PLUMBER SERVICES INC 1070 QUESADA AVE SAN FRANCISCO CA 94124 License Renewed 954813 7/1/2018 6/30/2019 54 ELECTRIC INC. 279 A CALDERON AVE MOUNTAIN VIEW CA 94041 License Renewed 799030 7/1/2018 6/30/2019 A & B HEATING AND AIR CONDITIONING 1586 HILLMONT AVE SAN JOSE CA 95127 License Renewed 858592 7/1/2018 6/30/2019 A & B ROOFING INC 1107 SHASTA ST REDWOOD CITY CA 94063 License Renewed 422982 7/1/2018 6/30/2019 A & D AUTOMATIC GATE COM 810 WARRINGTON AVE REDWOOD CITY CA 94063 License Renewed 763182 7/1/2018 6/30/2019 A & K ELECTRIC 408 N KINGSTON ST SAN MATEO CA 94401 License Renewed 790880 7/1/2018 6/30/2019 A & S PAINTING AND PLASTERING INC PO BOX 2567 MORGAN HILL CA 95038 License Renewed 993038 7/1/2018 6/30/2019 A PLUS TREE INC 1900 BATES AVE L CONCORD CA 94520 License Renewed 950315 7/1/2018 6/30/2019 A QUALITY PLUMBING & ELECTRIC 5779 PRESTON AVE LIVERMORE CA 94551 License Renewed 925282 7/1/2018 6/30/2019 A SHADE ABOVE 362 PIERCY RD SAN JOSE CA 95138 License Renewed 974405 7/1/2018 6/30/2019 A-A LOCK & ALARM INC. 1251 EL CAMINO REAL MENLO PARK CA 94025 License Renewed 7/1/2018 6/30/2019 A-N-J ROTH ELECTRIC INC 4967 BRIGE ST SOQUEL CA 95073 License Issued 7/1/2018 6/30/2019 A.C.C.P INC 710 RIESLING CT PETALUMA CA 94954 License Renewed 744409 7/1/2018 6/30/2019 A.R. -
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 -
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.