1 ROMANS CHANGED the MODERN WORLD How The
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Roman Mortars Used in the Archaeological Sites In
UNIVERSIDAD POLITÉCNICA DE MADRID ESCUELA TÉCNICA SUPERIOR DE ARQUITECTURA ROMAN MORTARS USED IN THE ARCHAEOLOGICAL SITES IN SPAIN AND TURKEY A COMPARATIVE STUDY AND THE DESIGN OF REPAIR MORTARS TESIS DOCTORAL DUYGU ERGENÇ Ingeniera Geológica y Máster en Restauración Junio 2017 CONSERVACIÓN Y RESTAURACIÓN DEL PATRIMONIO ARQUITECTÓNICO ESCUELA T ÉCNICA SUPERIOR DE ARQUITECTURA DE MADRID ROMAN MORTARS USED IN THE ARCHAEOLOGICAL SITES IN SPAIN AND TURKEY A COMPARATIVE STUDY AND THE DESIGN OF REPAIR MORTARS Autor: DUYGU ERGENÇ Ingeniera Geológica y Máster en Restauración Directores: Dr. Fco. David Sanz Arauz Doctor en Arquitectura por ETSAM, UPM Dr. Rafael Fort González Doctor en Geología Económica por UCM, Senior científico en Instituto de Geociencias (CSIC-UCM) 2017 TRIBUNAL Tribunal nombrado por el Mgfco. Y Excmo. Sr. Rector de la Universidad Politécnica de Madrid, el día de de 2017 Presidente: Vocales: Secretario: Suplentes: Realizado el acto de lectura y defensa de la Tesis Doctoral el día de de 2017 en la Escuela Técnica Superior de Arquitectura de la Universidad Politécnica de Madrid EL PRESIDENTE LOS VOCALES EL SECRETARIO I hereby declare that all information in this document has been obtained and presented in accordance with academic rules and ethical conduct. I also declare that, as required by these rules and conduct I have fully cited and referenced all material and results that are not original to this work. To my family Acknowledgements This thesis would not have been possible without the support and expertise of many people. First of all, I would like to express my sincere gratitude to my advisors, Dr. Fco. -
Holding Back Time: How Are Georgia's Historic Dams Unique Resources?
HOLDING BACK TIME: HOW ARE GEORGIA'S HISTORIC DAMS UNIQUE RESOURCES? by MARK MOONEY (Under the Direction of Wayde Brown) ABSTRACT Much of what we recognize as modern, urban, industrialized Georgia can be credited to the availability and development of water power. Historic dams, originally through direct mechanical drives and later through electrical generation and transmission, provided significant impetus for the growth of the state. Additionally, the scale, scope, effort, and ingenuity involved in the construction of large dams makes them awe inspiring structures. Despite their contribution to our culture, and the complex context surrounding their construction, dams are often overlooked as historic resources. This thesis studies historic dams from around the country to establish a context for examining Georgia's own dams. How are they unique resources, deserving of a discrete set of tools for preservation? Four Georgia dams are evaluated and suggestions are made based on the conclusions found. INDEX WORDS: Dams, Historic Preservation, Industrial Archaeology, Hydropower, Hydroelectricity, Historic Survey, National Register, National Inventory, GNAHRGIS, Whitehall Dam, Eagle & Phenix Dam, Morgan Falls Dam, Tallulah Dam. HOLDING BACK TIME: HOW ARE GEORGIA'S HISTORIC DAMS UNIQUE RESOURCES? by MARK MOONEY B.S. University of Georgia, 2007 A Thesis Submitted to the Graduate Faculty of The University of Georgia in Partial Fulfillment of the Requirements for the Degree MASTER OF HISTORIC PRESERVATION ATHENS, GEORGIA 2012 © 2012 Mark Mooney All Rights Reserved HOLDING BACK TIME: HOW ARE GEORGIA'S HISTORIC DAMS UNIQUE RESOURCES? by MARK MOONEY Major Professor: Wayde Brown Committee: Mark Reinberger Mark Williams April Ingle Electronic Version Approved: Maureen Grasso Dean of the Graduate School The University of Georgia May 2012 ACKNOWLEDGEMENTS For bearing with me through five, six, seven, different topics, each of questionable quality and feasibility, I want to thank Wayde Brown. -
Reviewing Arch-Dams' Building Risk Reduction Through a Sustainability
sustainability Review Reviewing Arch-Dams’ Building Risk Reduction Through a Sustainability–Safety Management Approach Enrico Zacchei 1,2 and José Luis Molina 3,* 1 Itecons—Institute for Research and Technological Development in Construction, Energy, Environment and Sustainability, Pedro Hispano Avenue, 3030-289 Coimbra, Portugal; [email protected] 2 School of Civil Engineering of Bauru, São Paulo State University (UNESP), 14-01 Eng. Luís Edmundo Carrijo Coube Avenue, Bauru 17033-360, Brazil 3 IGA Research Group, Higher Polytechnic School of Ávila, University of Salamanca (USAL), 50 Avenue Hornos Caleros, 05003 Ávila, Spain * Correspondence: [email protected] Received: 29 November 2019; Accepted: 31 December 2019; Published: 3 January 2020 Abstract: The importance of dams is rapidly increasing due to the impact of climate change on increasing hydrological process variability and on water planning and management need. This study tackles a review for the concrete arch-dams’ design process, from a dual sustainability/safety management approach. Sustainability is evaluated through a design optimization for dams´ stability and deformation analysis; safety is directly related to the reduction and consequences of failure risk. For that, several scenarios about stability and deformation, identifying desirable and undesirable actions, were estimated. More than 100 specific parameters regarding dam-reservoir-foundation-sediments system and their interactions have been collected. Also, a summary of mathematical modelling was made, and more than 100 references were summarized. The following consecutive steps, required to design engineering (why act?), maintenance (when to act) and operations activities (how to act), were evaluated: individuation of hazards, definition of failure potential and estimation of consequences (harm to people, assets and environment). -
Roman Roads of Britain
Roman Roads of Britain A Wikipedia Compilation by Michael A. Linton PDF generated using the open source mwlib toolkit. See http://code.pediapress.com/ for more information. PDF generated at: Thu, 04 Jul 2013 02:32:02 UTC Contents Articles Roman roads in Britain 1 Ackling Dyke 9 Akeman Street 10 Cade's Road 11 Dere Street 13 Devil's Causeway 17 Ermin Street 20 Ermine Street 21 Fen Causeway 23 Fosse Way 24 Icknield Street 27 King Street (Roman road) 33 Military Way (Hadrian's Wall) 36 Peddars Way 37 Portway 39 Pye Road 40 Stane Street (Chichester) 41 Stane Street (Colchester) 46 Stanegate 48 Watling Street 51 Via Devana 56 Wade's Causeway 57 References Article Sources and Contributors 59 Image Sources, Licenses and Contributors 61 Article Licenses License 63 Roman roads in Britain 1 Roman roads in Britain Roman roads, together with Roman aqueducts and the vast standing Roman army, constituted the three most impressive features of the Roman Empire. In Britain, as in their other provinces, the Romans constructed a comprehensive network of paved trunk roads (i.e. surfaced highways) during their nearly four centuries of occupation (43 - 410 AD). This article focuses on the ca. 2,000 mi (3,200 km) of Roman roads in Britain shown on the Ordnance Survey's Map of Roman Britain.[1] This contains the most accurate and up-to-date layout of certain and probable routes that is readily available to the general public. The pre-Roman Britons used mostly unpaved trackways for their communications, including very ancient ones running along elevated ridges of hills, such as the South Downs Way, now a public long-distance footpath. -
The Masonry Bridges in Southern Italy: Vestige to Be Preserved
The masonry bridges in Southern Italy: vestige to be preserved M. Lippiello Second University of Naples, Department of Civil Engineering, Aversa,(CE),Italy L. Bove, L. Dodaro and M.R. Gargiulo University of Naples, Department of Constructions and Mathematical Methods in Architecture, Naples, Italy ABSTRACT: A previous work, “The Stone bridges in Southern Italy: from the Roman tradition to the Middle XIX century”, presented during the Arch Bridges IV, underlined the connection between bridge construction and street network. With the fall of the Roman Empire and the consequent breaking up of the territory into small free states, road construction was no longer a priority and many suburban bridges were abandoned as well. This survey focuses on the Sannio area. It will take into account the following: − ancient bridges still on use; − bridges of Samnite’ Age, adapted in the later centuries, nowadays in a marginal rule with respect to the roads net; − bridges cut off from the road system. The aim of this paper is to describe some of these structures and thereby propose a cataloguing methodology of structural, technologic and material aspects of masonry bridges. The planned methodology’s ultimate purpose is to preserve adequate evidence of this heritage and lay the foundations for its safeguarding in case, future sensibility towards these constructions will not depend exclusively on their utilization. 1 INTRODUCTION Located at about 80 Km N-NW from Naples, the Roccamonfina volcanic pile, extinct in pro- tohistoric era, divides the area in two ambits which differ not only from a geographic but also from a cultural point of view. -
The 5 Biggest Dams in India
The 5 Biggest Dams in India After independence we have made lots of progress in Dam and water reservoirs, Now India is one of the world’s most prolific dam-builders. Around 4300 large dams already constructed and many more in the pipeline, Almost half of which are more than twenty years old. These dams are major attraction of tourists from all over India. Some facts about the Indian dams are: . Tehri Dam is the eighth highest dam in the world. The Idukki dam is the first Indian arch dam in Periyar River Kerala and the largest arch dam in Asia. The Grand Anicut, Kallanai, located on Holy Cavery River in Tamil Nadu, is the oldest dam in the world. Indira Sagar Dam is the Largest Reservoir in India. These dams with the channel provides an ideal environment for wildlife. Tehri Dam -Uttaranchal Tehri Dam located on the Bhagirathi River, Uttaranchal Now become Uttarakhand. Tehri Dam is the highest dam in India,With a height of 261 meters and the eighth tallest dam in the world. The high rock and earth-fill embankment dam first phase was completed in 2006 and other two phases are under construction. The Dam water reservoir use for irrigation, municipal water supply and the generation of 1,000 MW of hydroelectricity. Height: 260 meters . Length: 575 meters . Type: Earth and rock-fill . Reservoir Capacity: 2,100,000 acre·ft . River: Bhagirathi River . Location: Uttarakhand . Installed capacity: 1,000 MW Bhakra Nangal Dam -Himachal Pradesh Bhakra Nangal Dam is a gravity dam across the Sutlej river Himachal Pradesh. -
A Brief Study of Arch Dams Behaviour
1 First National Dam Safety Conference CWC, TNWRD and IITM A Brief Study of Arch Dams Behaviour Dr. B. R. K. Pillai Zika Smiljkovic Dr. A. K. Dhawan Project Director, DRIP Dam Design Engineer Dam Instrumentation Specialist, Central Water Commission, New EGIS Eau EGIS India Delhi Montpellier, France Email: dir‐drip‐[email protected] 2 Causes for Potential Unusual (Irrecoverable) Behavior of Arch Dams 3 Alkali Silica Slow Reaction (ASSR) Flow chart of stages of alkali silica formation: Mechanism:Alkali solution in cement paste pores attacks reactive minerals of concrete aggregate producing thus alkali silica gel which in presence of water swells. The gel usually builds up within the aggregate fragments which then swells causing expansion of concrete and cracking of surrounding cement paste. Affects initially the aggregate. 4 ASSR Displays • Long lasting irreversible chemical process causing: irreversible upstream deflection of dams crest, upheaval of dam crest and mostly continuous cracking of upper galleries. • Expansive reaction from a few to approx. 30 years. Initiation, development and, slow down phase following exhaustion of alkalis. • Impairing the concrete strength and integrity, and state of equilibrium of a dam. 5 • Cases reported: Chambon dam, upheaval of 3.6mm/yr; Arch dams in Alpine region, U/S drift up to 1mm/yr. • Cracking of inspection galleries reported: Pian Telesio Dam(Italy), Portodemouros dam (Spain). • Karun Dam, Iran, 205m height and 14 yr old, exposed to ASSR. • ASSR limited with service compressive field > 6MPa, as reported. Tensile stresses are less constrainable to ASSR development. • Upstream drift mechanism: lower RWL with higher concrete temperature →upstream deflection of upper arches → tensile stress on U/S dam face → pronounced U/S dam face swelling→ irreversible upstream dri. -
7Th ROMAN BRIDGES on the LOWER PART of the DANUBE
th 7 INTERNATIONAL CONFERENCE Contemporary achievements in civil engineering 23-24. April 2019. Subotica, SERBIA ROMAN BRIDGES ON THE LOWER PART OF THE DANUBE Isabella Floroni Andreia-Iulia Juravle UDK: 904:624.21"652" DOI: 10.14415/konferencijaGFS2019.015 Summary: The purpose of the paper is to present the Roman bridges built across the Romanian natural border, the Danube, during the Roman Empire expansion. Some of these are less known than the famous Traian’s bridge in Drobeta Turnu Severin. The construction of bridges on the lower part of the Danube showed the importance of conquering and administrating the ancient province of Dacia. The remaining evidences prove the technical solutions used by the Roman architects at a time when public works had developed. Keywords: Danube bridges, pontoon bridge, Bridge of Constantine the Great, Columna Traiana 1. INTRODUCTION The Danube1 was once a long-standing frontier of the Roman Empire, and today flows through 10 countries, more than any other river in the world. Originating in Germany, the Danube flows southeast for 2,850 km, passing through or bordering Austria, Slovakia, Hungary, Croatia, Serbia, Romania, Bulgaria, Moldova and Ukraine before draining into the Black Sea. Romania has the longest access to the river, around 1075 km, of which 225 km on Romanian territory exclusively. | CONFERENCE PROCEEDINGS INTERNATIONAL CONFERENCE (2019) | 189 7. МЕЂУНАРОДНА КОНФЕРЕНЦИЈА Савремена достигнућа у грађевинарству 23-24. април 2019. Суботица, СРБИЈА Fig. 1 Map of the main course of the Danube During the Roman Empire many wooden or masonry bridges were built, some of which lasted longer, other designed for ephemeral military expeditions. -
The Defensive System of the Late Roman Limes Between Germania Secunda and Britannia
Corso di Laurea magistrale in Scienze dell’Antichità: Letterature, Storia e Archeologia Tesi di Laurea The defensive system of the late Roman limes between Germania Secunda and Britannia Relatore Dr. Daniela Cottica Laureanda Sofia Turk Matricola 825383 Anno Accademico 2011 / 2012 Table of content 1. Preface ................................................................................................................... 4 2. Introduction to the late Roman army ...................................................... 10 2.1. The Army of the 3 rd century and the Diocletianic reform ................ 11 2.2. The army after Constantine the Great ..................................................17 2.3. Transformations in late Roman fortification measures .....................22 3. The Lower Rhine frontier and northern Gaul .......................................31 3.1. General overview........................................................................................ 31 3.2 Fortified urban centres or military road posts?....................................39 3.3 Fortifications from Postumus to the end of the century.....................41 3.4 Defensive measures taken by Constantine and his sons .....................48 3.5. Reconstruction of the frontier in the second half of the 4 th century57 4. The coastal defences in south-eastern Britannia .................................63 4.1 Introduction..................................................................................................63 4.2. New fortifications under the Gallic -
Manual Stone Arch Bridges
Kasese District Local Government Stone arch bridges A strong & cost effective technology for rural roads A practical manual for Local Governments Foreword This manual was developed based on the experience of the Belgian Technical Cooperation (BTC) supported Kasese District Poverty Reduction Programme (KDPRP) in Western Uganda, during the period 2009- 2013. The programme piloted stone arch culverts and bridges in rural areas, where low Table of contents labour costs and high cost of industrial building materials favour this technology. The 1. Chapter 1: Introduction to stone arch bridges .............................. 2 construction of stone arch bridges in Uganda, 1.1 Background and justification. ...................................................... 2 Tanzania & Rwanda has demonstrated its 1.2 The stone arch bridge technology ............................................... 3 overall feasibility in East Africa. 1.3 Advantages & limitations. ........................................................... 5 1.4 Stone arch bridges: implications of labour-based technology. ... 7 How to use this manual 2. Chapter Two: Design of stone arch bridges ................................... 8 The purpose of this manual is to provide 2.1 Quick scan – site assessment ...................................................... 8 supervisors of stone arch bridge works with 2.2 Planning and stakeholders involved. ........................................... 9 an easy step by step guide. The stepwise 2.3 Design ......................................................................................... -
Roman Roads in Britain
ROMAN ROADS IN BRITAIN c < t < r c ROMAN ROADS IN BRITAIN BY THE LATE THOMAS CODRINGTON M, INST.C. E., F. G S. fFITH LARGE CHART OF THE ROMAN ROADS AND SMALL MAPS IN THE TEXT REPRINT OF THIRD EDITION LONDON SOCIETY FOR PROMOTING CHRISTIAN KNOWLEDGE NEW YORK: THE MACMILLAN COMPANY 1919 . • r r 11 'X/^i-r * ' Ci First Edition^ 1903 Second Edition, Revised, 1905 Tliird Edition, Revised, 1918 (.Reprint), 19 „ ,, 19 PREFACE The following attempt to describe the Roman roads of Britain originated in observations made in all parts of the country as opportunities presented themselves to me from time to time. On turning to other sources of information, the curious fact appeared that for a century past the litera- ture of the subject has been widely influenced by the spurious Itinerary attributed to Richard of Cirencester. Though that was long ago shown to be a forgery, statements derived from it, and suppositions founded upon them, are continually repeated, casting suspicion sometimes unde- served on accounts which prove to be otherwise accurate. A wide publicity, and some semblance of authority, have been given to imaginary roads and stations by the new Ordnance maps. Those who early in the last century, under the influence of the new Itinerary, traced the Roman roads, unfortunately left but scanty accounts of the remains which came under their notice, many of which have since been destroyed or covered up in the making of modern roads; and with the evidence now available few Roman roads can be traced continuously. The gaps can often be filled with reasonable certainty, but more often the precise course is doubtful, and the entire course of some roads connecting known stations of the Itinerary of Antonine can only be guessed at. -
Were Used by the Romans and in What Contexts Frisii and Frisiavones Used Their Own Ethnic Names
FRISII AND FRISIAVONES M.C. GALESTIN University of Groningen, Groningen Institute of Archaeology, Groningen, the Netherlands ABSTRACT: A study was made of the literary and epigraphical evidence referring to Frisii or Frisiavones, with the aim of assessing their relations with the Romans. The similarity of their names makes it difficult to distinguish between the two tribes. It emerges that the Frisii and Frisiavones probably were not related and lived in different territories. Both groups had contacts with the Romans, who made their names part of recorded history. Both Frisii and Frisiavones served in the Roman army and received Roman citizenship afterwards. The Frisiavones made their appearance around the middle of the first century and towards the end of the first century they formed an ethnic unit which served in Britain during the 2nd and 3rd centuries. Frisii were active in the Roman army from their first encounter in 12 BC, but their name did not become linked to an ethnic unit until the 3rd century, when several Frisian units were deployed in forts along Hadrian’s Wall. The Frisiavones had become incorporated into the Roman Empire, while the Frisii remained outside. The Frisii adopted some Roman habits but largely retained their own cultural identity. Members of both groups were present in Rome, as equites singulares, where their ethnic names are found combined with Roman names in their epitaphs. Their relations with the Roman Empire also provided new identities for Frisii and Frisiavones. KEYWORDS: Frisii, Frisiavones, Roman army, Roman Empire, ethnic identity. 1. InTRODUCTION were used by the Romans and in what contexts Frisii and Frisiavones used their own ethnic names.