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. -
Tunnel from Wikipedia, the Free Encyclopedia This Article Is About Underground Passages
Tunnel From Wikipedia, the free encyclopedia This article is about underground passages. For other uses, see Tunnel (disambiguation). "Underpass" redirects here. For the John Foxx song, see Underpass (song). Entrance to a road tunnel inGuanajuato, Mexico. Utility tunnel for heating pipes between Rigshospitalet and Amagerværket in Copenhagen,Denmark Tunnel on the Taipei Metro inTaiwan Southern portal of the 421 m long (1,381 ft) Chirk canal tunnel A tunnel is an underground or underwater passageway, dug through the surrounding soil/earth/rock and enclosed except for entrance and exit, commonly at each end. A pipeline is not a tunnel, though some recent tunnels have used immersed tube construction techniques rather than traditional tunnel boring methods. A tunnel may be for foot or vehicular road traffic, for rail traffic, or for a canal. The central portions of a rapid transit network are usually in tunnel. Some tunnels are aqueducts to supply water for consumption or for hydroelectric stations or are sewers. Utility tunnels are used for routing steam, chilled water, electrical power or telecommunication cables, as well as connecting buildings for convenient passage of people and equipment. Secret tunnels are built for military purposes, or by civilians for smuggling of weapons, contraband, or people. Special tunnels, such aswildlife crossings, are built to allow wildlife to cross human-made barriers safely. Contents [hide] 1 Terminology 2 History o 2.1 Clay-kicking 3 Geotechnical investigation and design o 3.1 Choice of tunnels vs. -
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. -
Numerical Study on the Longitudinal Response Characteristics of Utility Tunnel Under Strong Earthquake: a Case Study
Hindawi Advances in Civil Engineering Volume 2020, Article ID 8813303, 12 pages https://doi.org/10.1155/2020/8813303 Research Article Numerical Study on the Longitudinal Response Characteristics of Utility Tunnel under Strong Earthquake: A Case Study Guoyi Tang,1 Yumei Fang,1 Yi Zhong,2 Jie Yuan ,3 Bin Ruan,2 Yi Fang,3 and Qi Wu4 1 e 1st Geological Brigade of Jiangsu Geology and Mineral Exploration Bureau, Nanjing 210009, China 2School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China 3Institute of Crustal Dynamics, China Earthquake Administration, Beijing 100085, China 4Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing 210009, China Correspondence should be addressed to Jie Yuan; [email protected] Received 24 May 2020; Revised 23 July 2020; Accepted 31 July 2020; Published 20 August 2020 Academic Editor: Peixin Shi Copyright © 2020 Guoyi Tang et al. +is is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. In this paper, the longitudinal seismic response characteristics of utility tunnel subjected to strong earthquake was investigated based on a practical utility tunnel project and numerical method. Firstly, the generalized response displacement method (GRDM) that was used to conduct this study was reviewed briefly. Secondly, the information of the referenced engineering and the finite element model was introduced in detail, where a novel method to model the joints between utility tunnel segments was presented. +irdly, a series of seismic response of the utility tunnel were provided, including inner force and intersegment opening width. -
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 -
Funds for Disabled Students Misused
- PAR N DAILY 9; Nu 64 Published for San lose State University since 1934 Wednesday, December 4, 1991 Funds for disabled students misused By Nicholas D. Smith campuses) allocated," said Kurt needed services, according to Sjoberg. Schutter said that it can take two There are 770 disabled students in Sjoberg said he had visited four of Daily staff svnter Sjoberg, acting state auditor general. Upon hearing about the review, months or longer to get disability test- the department currently, Schutter the 20 CSU campuses to determine the The use of the money by the cam- CSU officials said that CSU would ing at SJSU. said. Last year there were 689, and extent of the needs. More than half a million dollars puses was found to be inappropriate follow the review's recommended At another campus, despite a direc- 526 two years ago. "There were unmet needs at all the destined for California State because the needs of the CSU's 8,000 action to initiate a better monitoring tive from the CSU not to cut funding, The number of people who read for locations we visited," he said. Sjoberg University disabled student services disabled students were not satisfied system, according Boyd Home, CSU the budget for disabled students was disabled students has been cut to a did not visit SJSU. was spent inappropriately on other before using the money on other assistant vice chancellor of manage- reduced by S50,000. minimum, Tamer said. He also said he While federal and state law states items, according to a government audit things. -
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 Response Characteristics of Shallow-Buried Utility Tunnel Systems 1,2 3 2 4 2 A.P
th The 14 World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China SEISMIC RESPONSE CHARACTERISTICS OF SHALLOW-BURIED UTILITY TUNNEL SYSTEMS 1,2 3 2 4 2 A.P. Tang , R.C.Feng , X.Y. Zhou , L.F.Wang and W.M.Yan 1 Professor, School. of Civil Engineering , Harbin Institute of Technology, Harbin, China 2 Professor, College of Architecture and Civil Engineering, Beijing University of Technology , Beijing, China 3 Assistant Engineering, China Communication Group Bridge Technology (CCGBT), Beijing, China 4 PHD student, School. of Civil Engineering , Harbin Institute of Technology, Harbin. China Email:[email protected] ABSTRACT : Utility tunnel(UT) is an integration system containing many sub-lifeline systems like water transmitting, power, telecommunication, gas-supply system, etc, so, UT is key factor to sustain the healthy development of society and economy. To improve its anti-seismic capacity, the paper studies the performance characteristics of utility tunnel system under seismic loads based on a shaking-table experiment. Herein, two models of two-span UT with rectangular section are set up, one is used to simulate the main utility tunnel, and the other is for branch utility tunnel. Three kinds of pipeline are installed in UT to model the water-supply system, cable and power-line system respectively. This research is used to identify and explore seismic performance of utility tunnel body and its inner pipeline. Anti-seismic performance of pipeline abutment and joints based on passive control device is also experimented to check their capacity of resisting earthquake damage. The experiment is done on the 3m X 3 m shaking-table; three selected seismic records are input. -
Utility Tunnels – Proven Sustainability Above and Below Ground Axel Laistner, Hermann Laistner (Dipl.-Ing
Utility Tunnels – Proven Sustainability Above and Below Ground Axel Laistner, Hermann Laistner (Dipl.-Ing. Dr. techn. Axel Laistner, axel laistner consulting UG(hb), Rosenstr. 6 – 73466 Lauchheim, [email protected]) (Dipl.-Ing(FH) Dipl.-Ing.(FH) Hermann Laistner, Hardtsteige 29 – 73466 Lauchheim) 1 ABSTRACT Utility tunnels have been elements of urban supply systems for almost two centuries now. However, their use and implementation is still less determined by urban planning and urban needs – and more by the qualities, preconceptions and determination of the urban managers in question. During the 1990s in the course of the German reunification process the fluidity of the urban management situation created opportunities for new approaches to this old technology. In conjunction with landmark urban development projects on the path to urben sustainability, utility tunnels were used as one of the many instruments and approaches to achieve sustainable developments. Now – almost 20 years later we can look at these developments and the utility tunnels and have a first discussion on their sustainability success. At present a new relevance developes in regard of this technology. The current urban development schemes in China, India and many other places of the world are of such scale, that questions of doing it right while doing it timely are of prime significance. At the same time, we are facing a situation, in which – within the coming 40 years – the whole energy supply and distribution system of the world – including China and India – will need to be 100% restructured and reworked. We need a whole new quality of system flexibility and reaction capacity in urban engineering to achieve the path to urban sustainability. -
9 04 Purchase Orders 04-17-08
EAST SIDE UNION HIGH SCHOOL DISTRICT PURCHASE ORDER REPORT MARCH 6, 2008 TO APRIL 1, 2008 BOARD MEETING, APRIL 17, 2008 AGENDA ITEM 9.4 ATTACHMENT A - CONSENT P.O. # VENDOR NAME DESCRIPTION LOCATION AMOUNT FUND 3 - GENERAL UNRESTRICTED ANDREW HILL HIGH SCHOOL 805288 BAY COAST CSNO HEALTH WORKSHOP ANDREW HILL 50.00 805017 HIGHSMITH COMPANY INC LIBRARY SUPPLIES ANDREW HILL 183.76 805450 ORCHARD SUPPLY HARDWARE CUSTODIAL SUPPLIES ANDREW HILL 200.00 805217 OFFICEMAX OFFICE SUPPLIES ANDREW HILL 417.09 805162 NIKOS MEDIA & GRAPHICS LLC SCHOOL SUPPLIES ANDREW HILL 595.38 805220 NOB HILL INSTRUCTIONAL SUPPLIES ANDREW HILL 900.00 805090 CAMERAS AND MORE PHOTO SUPPLIES ANDREW HILL 1,800.00 805089 SAFEWAY OPERATIONAL SUPPLIES ANDREW HILL 2,000.00 TOTAL FUND 3 - ANDREW HILL HIGH SCHOOL 6,146.23 EVERGREEN VALLEY HIGH SCHOOL 805444 SCANTRON FORMS TESTING SUPPLIES EVERGREEN VALLEY 139.54 805012 RESOURCES FOR EDUCATORS MAGAZINE SUBSCRIPTION EVERGREEN VALLEY 297.00 805163 APPLIED PRACTICE LTD TEXTBOOKS EVERGREEN VALLEY 422.62 805084 SUBSCRIPTION SVCS AMERICA INC MAGAZINE SUBSCRIPTIONS EVERGREEN VALLEY 1,187.10 805284 RIDDELL ATHLETIC EQUIPMENT EVERGREEN VALLEY 1,922.92 805081 FLINN SCIENTIFIC INC SCIENCE CLASS SUPPLIES EVERGREEN VALLEY 4,596.68 805095 SHARP BUSINESS SYSTEMS HARDWARE/SOFTWARE FOR COPIERS EVERGREEN VALLEY 12,283.06 TOTAL FUND 3 - EVERGREEN VALLEY HIGH SCHOOL 20,848.92 INDEPENDENCE HIGH SCHOOL 804652 AMAZON.COM INSTRUCTIONAL MATERIALS INDEPENDENCE 122.96 805172 DUNN EDWARDS PAINT PAINTING SUPPLIES INDEPENDENCE 441.24 805249 INTREPID ELECTRONIC SYST INC FIRE ALARM SYSTEM MAINTENANCE INDEPENDENCE 580.00 805400 SPARK ENERGY GAS LP NATURAL GAS INDEPENDENCE 19,451.66 TOTAL FUND 3 - INDEPENDENCE HIGH SCHOOL 20,595.86 JAMES LICK HIGH SCHOOL 805135 ALL OUT BASEBALL ATHLETIC SUPPLIES JAMES LICK 1,016.97 805252 INTREPID ELECTRONIC SYST INC FIRE ALARM SYSTEM MAINTENANCE JAMES LICK 1,160.00 TOTAL FUND 3 - JAMES LICK HIGH SCHOOL 2,176.97 MOUNT PLEASANT HIGH SCHOOL 805426 MAPLE PRESS PRINTING SERVICES MT.