Fort Ancient Earthworks Hilltop Enclosure
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Division 31: Earthworks
FACILITIES MANAGEMENT – DESIGN & CONSTRUCTION EDITION: APRIL 29, 2020 4202 E. FOWLER AVENUE, OPM 100 | TAMPA, FLORIDA 33620-7550 PHONE: (813) 974-2845 | WEBSITE: usf.edu/fm-dc DESIGN & CONSTRUCTION GUIDELINES DIVISION 31 EARTHWORKS DIVISION 31 EARTHWORK SECTION 31 05 00 EARTHWORK ............................................................................................................ 2 SECTION 31 10 00 SITE CLEARING ........................................................................................................ 5 SECTION 31 60 00 FOUNDATION ............................................................................................................ 6 DIVISION 31 EARTHWORKS PAGE 1 OF 7 UNIVERSITY OF SOUTH FLORIDA DESIGN AND CONSTRUCTION GUIDELINES SECTION 31 05 00 EARTHWORK 1.1 SITE GRADING A. Rough Grading: Slopes shall not be steeper than one (1) vertical to five (5) horizontal in general open lawn and other grassed areas. Steeper slopes will be permitted only on a case-by-case basis where special need warrants. Tops and bottoms of banks and other break points shall be rounded to provide smooth and graceful transitions. In areas of walks without ramps, slopes shall not be steeper than one (1) vertical to twenty (20) horizontal. Ensure ramped areas comply with the requirements of the Americans with Disability Act (ADA) and Florida Accessibility Code, and meet the intent of the FBC, Chapter 468. B. Finish Grading: This operation shall consist of the final dressing to provide a uniform layer of the topsoil and/or nutrients required -
Ohio History Lesson 1
http://www.touring-ohio.com/ohio-history.html http://www.ohiohistorycentral.org/category.php?c=PH http://www.oplin.org/famousohioans/indians/links.html Benchmark • Describe the cultural patterns that are visible in North America today as a result of exploration, colonization & conflict Grade Level Indicator • Describe, the earliest settlements in Ohio including those of prehistoric peoples The students will be able to recognize and describe characteristics of the earliest settlers Assessment Lesson 2 Choose 2 of the 6 prehistoric groups (Paleo-indians, Archaic, Adena, Hopewell, Fort Ancients, Whittlesey). Give two examples of how these groups were similar and two examples of how these groups were different. Provide evidence from the text to support your answer. Bering Strait Stone Age Shawnee Paleo-Indian People Catfish •Pre-Clovis Culture Cave Art •Clovis Culture •Plano Culture Paleo-Indian People • First to come to North America • “Paleo” means “Ancient” • Paleo-Indians • Hunted huge wild animals for food • Gathered seeds, nuts and roots. • Used bone needles to sew animal hides • Used flint to make tools and weapons • Left after the Ice Age-disappeared from Ohio Archaic People Archaic People • Early/Middle Archaic Period • Late Archaic Period • Glacial Kame/Red Ocher Cultures Archaic People • Archaic means very old (2nd Ohio group) • Stone tools to chop down trees • Canoes from dugout trees • Archaic Indians were hunters: deer, wild turkeys, bears, ducks and geese • Antlers to hunt • All parts of the animal were used • Nets to fish -
Corrosion Evaluation of Mechanically Stabilized Earth Walls
Research Report KTC-05-28/SPR 239-02-1F KENTUCKY TRANSPORTATION CENTER College of Engineering CORROSION EVALUATION OF MECHANICALLY STABILIZED EARTH WALLS Our Mission We provide services to the transportation community through research, technology transfer and education. We create and participate in partnerships to promote safe and effective transportation systems. We Value... Teamwork -- Listening and Communicating, Along with Courtesy and Respect for Others Honesty and Ethical Behavior Delivering the Highest Quality Products and Services Continuous Improvement in All That We Do For more information or a complete publication list, contact us KENTUCKY TRANSPORTATION CENTER 176 Raymond Building University of Kentucky Lexington, Kentucky 40506-0281 (859) 257-4513 (859) 257-1815 (FAX) 1-800-432-0719 www.ktc.uky.edu [email protected] The University of Kentucky is an Equal Opportunity Organization Research Report KTC-05-28/SPR – 239-02-1F Corrosion Evaluation of Mechanically Stabilized Earth Walls Research Report KTC-05-28/SPR – 239-02-1F Corrosion Evaluation of Mechanically Stabilized Earth Walls By Tony L. Beckham Leicheng Sun Tommy C. Hopkins Research Geologist Research Engineer Program Manager Kentucky Transportation Center College of Engineering University of Kentucky in cooperation with the Kentucky Transportation Cabinet The Commonwealth of Kentucky and Federal Highway Administration The contents of this report reflect the views of the authors, who are responsible for the facts and accuracy of the data herein. The contents do not necessarily reflect the official views or policies of the University of Kentucky, Kentucky Transportation Cabinet, nor the Federal Highway Administration. This report does not constitute a standard, specification, or regulation. -
Tunnels & Earthworks (Cuts & Embankments) of the Comarnic
Tender Designs of Major Infrastructure Highway Projects Tunnels & Earthworks (Cuts & Embankments) of the Comarnic – Brasov Motorway Romania Project Tunnels, cuts and embankments of the Comarnic – Brasov Motorway, Romania. Construction Cost Total Cost: approx. €. 1.5bn. Project Schdlhedule Tender Design: 2013 Construction: 2014 - Project Description • Sinaia, Busteni & Predeal Twin Bore Highway Tunnels Sinaia length: 5.890m Busteni length: 6.200m Predeal length: 7.500m Excavation cross section: 84m2 -132m2 Effective cross section: 66m2 -81m2 Excavation Method NATM – Mechanical excavation, drilling and blasting Final Lining Reinforced concrete • Highway Cuts and Embankments (Section from Typical tunnels cross section Ch. 110+600-168+600) Embankments: Ltotal = 26.0km Cuts: Ltotal = 11.0km Geology • Alluvial deposits, limestones, flysch, marbles, schist and conglomerates • Groundwater • Max. overburden at the tunnels: 195m – 340m Our Services Tender design and preparation of the technical offer on behalf of ViStrAda Nord Typical embankment cross section Client ViStrada Nord Consortium (VINCI S.A. - VINCI Construction Grand Projects S.A.S. - VINCI Construction Terrassement S.A.S. – STRABAG A.G. - STRABAG S.E. – AKTOR Concessions S.A. - AKTOR S.A.) 4, Thalias Str. & 109, Kimis Ave., P.C. 151 22, Maroussi, Athens Tel.: + 30 210 6837490, + 30 210 6897040, + 30 210 6835858 Fax: + 30 210 6837499, e-mail: [email protected], www.omikronkappa.gr Railway Project Consulting services, technical review and checking of designs and Panagopoula Railway Tunnel associated detailed designs Athens - Patras High Speed Railway Line, Section Rododafni – Psathopirgos Greece Project • Consulting services, technical review and checking of the designs of the project: “Construction of the New Double High Speed Railway Line at the section Rododafni – Psathopirgos from CH. -
Understanding Community: Microwear Analysis of Blades at the Mound House Site
Illinois State University ISU ReD: Research and eData Theses and Dissertations 4-16-2019 Understanding Community: Microwear Analysis of Blades at the Mound House Site Silas Levi Chapman Illinois State University, [email protected] Follow this and additional works at: https://ir.library.illinoisstate.edu/etd Part of the History of Art, Architecture, and Archaeology Commons Recommended Citation Chapman, Silas Levi, "Understanding Community: Microwear Analysis of Blades at the Mound House Site" (2019). Theses and Dissertations. 1118. https://ir.library.illinoisstate.edu/etd/1118 This Thesis is brought to you for free and open access by ISU ReD: Research and eData. It has been accepted for inclusion in Theses and Dissertations by an authorized administrator of ISU ReD: Research and eData. For more information, please contact [email protected]. UNDERSTANDING COMMUNITY: MICROWEAR ANALYSIS OF BLADES AT THE MOUND HOUSE SITE SILAS LEVI CHAPMAN 89 Pages Understanding Middle Woodland period sites has been of considerable interest for North American archaeologists since early on in the discipline. Various Middle Woodland period (50 BCE-400CE) cultures participated in shared ideas and behaviors, such as constructing mounds and earthworks and importing exotic materials to make objects for ceremony and for interring with the dead. These shared behaviors and ideas are termed by archaeologists as “Hopewell”. The Mound House site is a floodplain mound group thought to have served as a “ritual aggregation center”, a place for the dispersed Middle Woodland communities to congregate at certain times of year to reinforce their shared identity. Mound House is located in the Lower Illinois River valley within the floodplain of the Illinois River, where there is a concentration of Middle Woodland sites and activity. -
2004 Midwest Archaeological Conference Program
Southeastern Archaeological Conference Bulletin 47 2004 Program and Abstracts of the Fiftieth Midwest Archaeological Conference and the Sixty-First Southeastern Archaeological Conference October 20 – 23, 2004 St. Louis Marriott Pavilion Downtown St. Louis, Missouri Edited by Timothy E. Baumann, Lucretia S. Kelly, and John E. Kelly Hosted by Department of Anthropology, Washington University Department of Anthropology, University of Missouri-St. Louis Timothy E. Baumann, Program Chair John E. Kelly and Timothy E. Baumann, Co-Organizers ISSN-0584-410X Floor Plan of the Marriott Hotel First Floor Second Floor ii Preface WELCOME TO ST. LOUIS! This joint conference of the Midwest Archaeological Conference and the Southeastern Archaeological Conference marks the second time that these two prestigious organizations have joined together. The first was ten years ago in Lexington, Kentucky and from all accounts a tremendous success. Having the two groups meet in St. Louis is a first for both groups in the 50 years that the Midwest Conference has been in existence and the 61 years that the Southeastern Archaeological Conference has met since its inaugural meeting in 1938. St. Louis hosted the first Midwestern Conference on Archaeology sponsored by the National Research Council’s Committee on State Archaeological Survey 75 years ago. Parts of the conference were broadcast across the airwaves of KMOX radio, thus reaching a larger audience. Since then St. Louis has been host to two Society for American Archaeology conferences in 1976 and 1993 as well as the Society for Historical Archaeology’s conference in 2004. When we proposed this joint conference three years ago we felt it would serve to again bring people together throughout most of the mid-continent. -
Failure of Slopes and Embankments Under Static and Seismic Loading
American Scientific Research Journal for Engineering, Technology, and Sciences (ASRJETS) ISSN (Print) 2313-4410, ISSN (Online) 2313-4402 © Global Society of Scientific Research and Researchers http://asrjetsjournal.org/ Failure of Slopes and Embankments Under Static and Seismic Loading Nicolaos Alamanis* Lecturer, Dept. of Civil Engineering, Technological Educational Institute of Thessaly, Larissa, Greece, Civil engineer (National Technical University of Athens, D.E.A Ecole Centrale Paris) Email: [email protected] Summary The stability of slopes and embankments under the influence of static and seismic loads has been the subject of study for many researchers. This paper presents the mechanisms and causes of landslides as well as the forms of failure of slopes and embankments under static and seismic loading, with examples of failures from both Greek and international space. There is also mention to measures to protect and stabilize landslides, categories of slope stability analysis, and methods of seismic impact analysis. What follows is the determination of tolerable movements based on the caused damage on natural slopes, dams and embankments and an attempt is made to connect them with the vulnerability curves that are one of the key elements of stochastic seismic hazard. Particular importance is given to the statistical parameters of the mechanical characteristics of the sloping soil mass and to the simulation of random fields necessary for solving complex geotechnical works. Finally, we compare the simulation and description of random fields and the L.A.S. method is observed to be the most accurate of all simulation methods. The L.A.S. algorithm in conjunction with finite difference models can demonstrate the large fluctuations in the factor of safety values and the permanent seismic displacements of the slopes under the effect of seismic charges whose time histories are known. -
Mechanically Stabilized Earth Walls and Reinforced Design Consideration of These Potential Fail- Soil Slopes Design and Construction Guidelines, Publication No
ue to advantages in economics, constructability, and aesthetics, Lessons the construction of mechanically stabilized earth (MSE) walls is Dnow commonplace. An MSE wall consists of Learned soil, reinforcement, and facing to retain earth and support overlying structures (Figure 1). Thirty- to forty-foot high walls are not uncom- problems and solutions mon. Reinforcement often consists of geogrids encountered by practicing or steel reinforcement strips, while the facing structural engineers commonly consists of segmental precast con- crete units, gabion baskets, metallic panels, or geosynthetic facing. There are many different MSE wall construction materials, making it more important for Contractors and design Engineers Figure 1: Typical MSE Wall Cross-Section. to understand how the products work with the ® remainder of the system. afterthought. The plans show a bold black line at For various reasons, some systems fail and require the property line to represent the retaining wall costly repair (Figure 2). Based on lessons learned with the label “retaining wall – to be designed by from case studies, the authors discuss common others,” with a 30-foot grade change from the top pitfalls of MSE wall design and construction, in to the bottom of the wall. The exposed side of Copyrightthe form of a hypothetical the wall will be visible from local neighborhoods case study. and a shopping center. The marsh is just outside Mechanically Stabilized the limit of the retaining wall. It’s Just a The Contractor submits a bid that utilizes an Earth Walls MSE wall, and engages a Fabricator who provides Retaining Wall… proprietary masonry blocks for MSE systems. The Pitfalls in Design Don’t Sweat It! Fabricator works with a design Engineer who is not local to the site, but regularly designs the proprietary and Construction An Owner selects an affordable but complex site MSE system. -
Simplified Procedure to Evaluate Earthquake-Induced Residual Displacement of Geosynthetic Reinforced Soil Retaining Walls
SOILS AND FOUNDATIONS Vol. 50, No. 5, 659–677, Oct. 2010 Japanese Geotechnical Society SIMPLIFIED PROCEDURE TO EVALUATE EARTHQUAKE-INDUCED RESIDUAL DISPLACEMENT OF GEOSYNTHETIC REINFORCED SOIL RETAINING WALLS SUSUMU NAKAJIMAi),JUNICHI KOSEKIii),KENJI WATANABEiii) and MASARU TATEYAMAiii) ABSTRACT Based on a series of shaking table model tests, it was found that the eŠects of 1) subsoil and backˆll deformation, 2) failure plane formation in backˆll, and 3) pullout resistance mobilized by the reinforcements on the seismic behaviors of the geosynthetic reinforced soil retaining walls (GRS walls) were signiˆcant. These eŠects cannot be taken into ac- count in the conventional pseudo-static based limit equilibrium analyses or Newmark's rigid sliding block analogy, which are usually adopted as the seismic design procedure. Therefore, this study attempts to develop a simpliˆed procedure to evaluate earthquake-induced residual displacement of GRS walls by re‰ecting the knowledge on the seis- mic behaviors of GRS walls obtained from the shaking table model tests. In the proposed method, 1) the deformation characteristics of subsoil and backˆll are modeled based on the model test results and 2) the eŠect of failure plane formation is considered by using residual soil strength after the failure plane formation while the peak soil strength is used before the failure plane formation, and 3) the eŠect of the pullout resistance mobilized by the reinforcement is also introduced by evaluating the pullout resistance based on the results from the pullout tests of the reinforcements. By using the proposed method, simulations were performed on the shak- ing table model test results conducted under a wide variety of testing conditions and good agreements between the cal- culated and measured displacements were observed. -
A Comparison of Faunal Assemblages from Two Fort Ancient Villages
Exploring Environmental and Cultural Influences on Subsistence: A Comparison of Faunal Assemblages from Two Fort Ancient Villages Honors Research Thesis Presented in partial fulfillment of the requirements for graduation with honors research distinction in Anthropology in the undergraduate colleges of The Ohio State University by Melissa French The Ohio State University December 2013 Project Advisor: Professor Robert Cook, Department of Anthropology 1 Acknowledgements I would like to thank the Ohio State University and Cincinnati Museum Center for allowing me to use their comparative collections to identify the faunal remains used in this study. I would also like to thank the Social and Behavioral Sciences research grant program and the Sidney Pressey Honors & Scholars grant program for providing funds for me to take part in the excavation at Guard in 2012. Thanks to Jackie Lipphardt for teaching me about the joys of faunal analysis. Thank you to Dr. Jeffery Cohen and Dr. Greg Anderson for serving as my committee members for my oral examination. And finally, I would also like to thank my advisor Dr. Robert Cook for allowing me to use the faunal remains from Guard and Taylor in my study as well as for challenging, educating and guiding me during this process. 2 Table of Contents Page List of Tables……………………………………………………………………………………...4 List of Figures……………………………………………………………………………..............5 Abstract……………………………………………………………………………………............6 Introduction…................................................................................................................................ -
2756724 MCHW Vol 2 NG600.Indd
MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY WORKS VOLUME 2 NOTES FOR GUIDANCE ON THE SPECIFICATION FOR HIGHWAY WORKS SERIES NG 600 EARTHWORKS Contents Clause Title Page Clause Title Page NG 600 (02/16) Introduction 3 NG 623 (02/16) Earthworks for Corrugated Steel Buried Structures 13 NG 601 (02/16) Classification, Definition and Uses of Earthworks Materials and Table 6/1: NG 624 (02/16) Ground Anchorages 13 Acceptable Earthworks Materials: Classification and Compaction NG 625 (02/16) Crib Walling 13 Requirements 4 NG 626 (02/16) Gabions 13 NG 602 (02/16) General Requirements 6 NG 628 (02/16) Disused Mine Workings 14 NG 603 (02/16) Forming of Cuttings and Cutting NG 629 (02/16) Instrumentation and Monitoring 14 Slopes 7 NG 630 (02/16) Ground Improvement 14 NG 604 (02/16) Excavation for Foundations 7 NG 631 (02/16) Earthworks Materials Tests 18 NG 605 (02/16) Special Requirements for Class 3 Material 7 #NG 632 (02/16) Determination of Moisture Condition Value (MCV) of Earthworks NG 606 (02/16) Watercourses 7 Materials 18 NG 607 (02/16) Explosives and Blasting for NG 633 (02/16) Determination of Undrained Excavation 8 Shear Strength of Remoulded Cohesive Material 19 NG 608 (02/16) Construction of Fills 8 NG 636 (02/16) Determination of Effective Angle NG 609 (02/16) Geotextiles and Geotextile-related of Internal Friction (j/) and Effective Products Used to Separate Earthworks Cohesion (c/) of Earthworks Materials 19 Materials 8 NG 637 (02/16) Determination of Resistivity (r ) NG 610 (02/16) Fill to Structures 9 s to Assess Corrosivity of Soil, -
Violence and Environmental Stress During the Late Fort Ancient (AD 1425 - 1635) Occupations of Hardin Village
UNLV Theses, Dissertations, Professional Papers, and Capstones 5-1-2019 The Bioarchaeology of Instability: Violence and Environmental Stress During the Late Fort Ancient (AD 1425 - 1635) Occupations of Hardin Village Amber Elaine Osterholt Follow this and additional works at: https://digitalscholarship.unlv.edu/thesesdissertations Part of the Biological and Physical Anthropology Commons Repository Citation Osterholt, Amber Elaine, "The Bioarchaeology of Instability: Violence and Environmental Stress During the Late Fort Ancient (AD 1425 - 1635) Occupations of Hardin Village" (2019). UNLV Theses, Dissertations, Professional Papers, and Capstones. 3656. http://dx.doi.org/10.34917/15778514 This Dissertation is protected by copyright and/or related rights. It has been brought to you by Digital Scholarship@UNLV with permission from the rights-holder(s). You are free to use this Dissertation in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s) directly, unless additional rights are indicated by a Creative Commons license in the record and/or on the work itself. This Dissertation has been accepted for inclusion in UNLV Theses, Dissertations, Professional Papers, and Capstones by an authorized administrator of Digital Scholarship@UNLV. For more information, please contact [email protected]. THE BIOARCHAEOLOGY OF INSTABILITY: VIOLENCE AND ENVIRONMENTAL STRESS DURING THE LATE FORT ANCIENT (AD 1425 – 1635) OCCUPATIONS