Excavations at Cosa, 1991-1997 Part 2: the Stratigraphy
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Stone Source Glossary of Terms.Indd
GLOSSARY OF TERMS This glossary provides you with commonly used terms for each of our material UPDATED ON: 9.13.2012 categories. The guide is divided into 5 sections: • Natural Stone • Porcelain tile + Ceramic tile • Glass Tile • Engineered Stone • Wood New York Boston Chicago Los Angeles New Jersey Washington DC Natural Stone Porcelain Tile Glass Tile Engineered Stone Reclaimed Wood 1 of 21 - stone source Glossary of terms GLOSSARY OF TERMS: Natural stone These are the terms most commonly used in relation to Natural Stone: Bleed Staining caused by corrosive metals, oil-based putties, mastics, caulking, or Abrasion resistance sealing compounds. The ability of a material to resist surface wear. Book Matched Absorption Layout wherein slabs are cut to create a mirror image of each other. The relative porosity of the material. Materials with low absorption will be less prone to staining. Materials with high-absorption may not be suitable for all applications, specifically kitchen countertops that come into regular contact with oils or pigmented acidic liquids such as wine or balsamic vinegar. Acid etching Materials that contain calcium or magnesium carbonate (marble, travertine, limestone and onyx) will react to acidic foods such as lemons or tomatoes. This reaction will result in a change in surface sheen, otherwise referred to as “acid etching”. Lighter stones and honed surfaces will typically diminish the appearance of acid etching. Antiqued finish Brushed finish A finish with a worn aged appearance, achieved by mechanically rubber- A smooth finish achieved by brushing a stone with a coarse rotary-type wire brushing the tile. brush. Buttering / Back buttering bullnose edge The process of slathering the back of a stone tile with thinset material to ensure (see edge profiles on page 8) proper mortar coverage. -
How to Build a Dry Stone Wall an Instructional Guide for Beginners
Do- It-Yourself: How to Build a Dry Stone Wall An instructional guide for beginners © Copyright Stephen Burton and licensed for reuse under this Creative Commons License. By: Stephen T. Kane Table of Contents: INTRODUCTION………………………………………………….3 TOOLS, EQUIPMENT, AND SUPPLIES………………………4 GROUNDWORK…………….…………………………………….7 FOUNDATION…………………………………………………….8 COURSING.…………………………………………………………9 COPING.……………………………………………………………10 GLOSSARY………………………………………………………..11 Introduction: Whether for pure aesthetics or practical functionality, dry stone walls employ the craft of carefully stacking and interlocking stones without the use of mortar to form earthen boundaries, residential foundations, agricultural terraces, and rudimentary fences. If properly constructed, these creations will stand unabated for countless years, requiring only minimal maintenance and repairs. The ability to harness the land and shape it in a way that meets one’s needs through stone walling allows endless possibility and enjoyment after fundamental steps and basic techniques are learned. How to Build a Dry Stone Wall provides a comprehensive reference for beginners looking to start and finish a wall project the correct way. A list of essential resources and tools, a step-by-step guide, and illustrations depicting proper construction will allow readers to approach projects with a confidence and a precision that facilitates the creation of beautiful stonework. If any terminology poses an issue, simply reference the glossary provided in the back of the booklet. NOTE: Depending on property laws and building codes, many areas do not permit stone walls. Check with respective sources to determine if all residential rules and regulations will abide stonework. Also, before building anything on a property line, always consult your neighbor(s) and get their written consent. -
Masonry Constructions As Built Archives: an Innovative Analytical Approach to Reconstructing the Evolution of Imperial Opus Testaceum Brickwork in Rome
Masonry Constructions as Built Archives: An Innovative Analytical Approach to Reconstructing the Evolution of Imperial Opus Testaceum Brickwork in Rome Gerold Eßer Vienna University of Technology, Austria The Colosseum, Trajan’s Market, the Baths of buil dings are to be regarded as the outcome of Caracalla and the Basilica of Maxentius: the monu- rational decisions made on the basis of economy, mental ruins of the imperial representational build- durability and functionality. Particularly in the ings mark the crystallisation points in a profound, area of important imperial public buildings, where centuries- long recasting of the appearance of the the pressure to be successful was exceptionally city of Rome (Fig. 1). The cores consist of practi- high, the conditions imposed by the market were cally indestructible opus caementitium, faced with certainly strictly observed. Large imperial buil- hard, quasi- industrially produced fired bricks. This ding projects in which often many thousands of construction method, later called opus testaceum, workers had to be organised and directed required was uniquely suited to surviving the passage of the definition and implementation of standards time. For us today, this means that we have at our applicable right across the site. To ensure the suc- disposal an extraordinary wealth of evidence for the cess of a major project these standards had to be building construction methods used in those times. laid down in series of technical regulations. The Given that even the building sites of classi- doctoral thesis on which the present paper is based cal antiquity were subject to market forces, the examined the extent to which the organisation of large building sites influenced masonry construc- tions and whether, using the characteristics of the masonry that will be defined below, this influence can be read as a regulative on the erection of the structures. -
DRY STONE WALLS Fig
INFORM DRY STONE WALLS Fig. 1: Two regional variations showing how local geology influences walling style. Composition of dry stone walls DRY STONE WALLS Dry stone construction is an ancient This INFORM guide aims to broaden building technique, where the walls are the awareness of the importance constructed from carefully positioned and complexity of dry stone walling interlocking stones placed on top of in Scotland, and it outlines common each other without the use of mortar. causes of deterioration and the Pressure from the stones at the top maintenance required to prolong the and the way the stones are interlocked life of such walls. ensures the self-supporting stability of the wall. However, there is more to the Dry stone walls, or drystane dykes as construction of a dry-stone wall than known in Scotland, are an integral part randomly setting stone upon stone; of the built heritage and landscape the skill required to properly construct of Scotland. They perform several a wall without mortar that will last for functions, such as to delineate several hundred years is considerable. boundaries, to corral livestock and to provide shelter for wildlife. Despite The construction of the wall depends the many thousands of miles of dry on the quantity and types of stone stone walling which can be seen available. Although today it is possible forming field boundaries and related to source quarried stone, walls would structures, it is a much neglected have originally been constructed with and misunderstood part of the built stones found on local ground. There heritage. Both their construction are regional variations in the type of and repair are complex tasks that stone used for dry stone walls, as the should not be undertaken lightly; It local geology varies from one place is recommended that any large-scale to another, dictating the shape and repair is performed by a competent or size of available stone, as well as the accredited dyker. -
Outline of Dry-Stone Retaining Wall
12TH INTERNATIONAL BRICK/BLOCK Masonry c O NF E RE NC E OUTLlNE OF DRY-STONE RETAINING WAll CONSTRUCTION IN BRITAIN AND FRANCE 1 2 2 P.J. Walker , J.c. Morel and B.villemus 'Dept. Architecture & Civil Engineering, University of Bath, Bath, BA2 7AY, UK ' DGCB, ENTPE, Rue M.Audin, 69518 Vaulx en Velin, FRANCE ABSTRACT During the nineteenth and early twentieth centuries a large number of dry-stone re taining walls were built as part of new road networks in Britain and France. Though many of these walls continue to perform quite satisfactorily, many fail simple stability checks. Maintenance authorities are typically confronted with a large number of ageing and distressed walls and an apparent increasing rate of deterioration in recent years. Initially the paper outlines the form of construction, distribution and extent of these walls in Britain and France. Failure mechanisms, including bulging, and causes of deterioration are discussed. General guidance for inspection and assessment of walls are included. Methods of repair and strengthening, which include pressure poin ting, soi! nailing, reconstruction, and buttressing are summarised as well. The Univer sity of Bath and ENTPE are currently undertaking on-going research programs aimed at improving structural integrity assessment of dry-stone walls. Initial findings from field work, model testing and numerical mode/ling are also included in the paper. Key words: Assessment, dry-stone, retaining walls, maintenance, repair. 1909 INTRODUCTION Dry-stone walls are built largely without the use of mortar by stacking uncut sto ne rubble blocks. Built by skilled masons and they rely on careful selection and positioning of stones for their integrity. -
Seismic Performance of Rock Block Structures with Observations from the October 2006 Hawaii Earthquake
4th International Conference on Earthquake Geotechnical Engineering June 25-28, 2007 SEISMIC PERFORMANCE OF ROCK BLOCK STRUCTURES WITH OBSERVATIONS FROM THE OCTOBER 2006 HAWAII EARTHQUAKE Edmund MEDLEY 1, Dimitrios ZEKKOS 2 ABSTRACT Unreinforced masonry construction using blocks of rock is one of the oldest forms of building, in which blocks are stacked, sometimes being mortared with various cements. Ancient civilizations used locally available rocks and cements to construct rock block columns, walls and edifices for residences, temples, fortifications and infrastructure. Monuments still exist as testaments to the high quality construction by historic cultures, despite the seismic and other potentially damaging geomechanical disturbances that threaten them. Conceptual failure modes under seismic conditions of rock block structures, observed in the field or the laboratory, are presented. A brief review is presented of the damage suffered by the culturally vital Hawaiian Pu’ukoholā and Mailekini Heiaus, rock block temples damaged by the Mw 6.7 and 6.0 earthquakes that shook the island of Hawaii on October 15, 2006. Keywords: rock block structures, Hawaii earthquakes, earthquake observations, geomechanical failures INTRODUCTION Construction of unreinforced masonry is common in various earthquake-prone regions, particularly in developing countries, and rural areas of developed countries. This vulnerable type of construction is susceptible to often devastating damage, as evident from the effects of the 2001 Bhuj, India earthquake (Murty et al. 2002), where 1,200,000 masonry buildings built primarily based on local traditional construction practices, either collapsed or were severely damaged. Buildings constructed with adobe and unreinforced masonry suffered devastating damage in the Bam, Iran 2003 earthquake (Nadim et al. -
Dry Stone Retaining Wall Specifications .PDF
SECTION 04600 DRY STONE WALL RETAINING SYSTEM PART 1 - GENERAL DESCRIPTION Work includes furnishing and installing a coursed dry stone retaining wall to be installed to the lines and grades designated on the project’s final construction drawings or as directed by the Architect/Engineer. Included here are the standards of coursed dry stone wall construction, as they should be shown on the construction drawings. 1.02 RELATED SECTIONS A. Section 02220 – Earthwork 1.03 DEFINITIONS: A. A Dry Stone Retaining Wall is a type of gravity wall. It is built without any mortar, and relies on the mass of the stones and the friction between them to retain soil. B. Terminology for Dry Stone Walls as used in these specifications: 1. Footing: The prepared surface on which the wall is built 2. Foundation Stones: Large Stones in the bottom of the wall, forming the first course. 3. Lift: A portion of wall vertically above or below a course with through stones. The First Lift Starts on top of the foundation stones and goes up to the first course of through stones. The second lift is the next in height and so on. The number of lifts is determined by the height of the wall. 4. Through Stones: Long stones used to tie the face of the wall back to the stones behind. Through stones are typically placed in level courses with a specified horizontal distance between them. The courses of through stones define the top and bottom of the lifts. 5. Wall Stones: Stones seen in the face of the completed wall. -
Historic Stone Highway Culverts in New Hampshire Asset Management Manual
Historic Stone Highway Culverts in New Hampshire Asset Management Manual Prepared for: New Hampshire Department of Transportation, Bureau of Environment, Concord. Prepared by: Historic Documentation Company, Inc., Portsmouth, RI September 2009 TABLE OF CONTENTS 1.0 INTRODUCTION .........................................................................................................1 1.1 Purpose......................................................................................................................1 1.2 Why Preserve Historic Stone Culverts .....................................................................2 2.0 IDENTIFYING HISTORIC STONE CULVERTS.......................................................4 2.1 General Information .................................................................................................4 2.2 New Hampshire Stone Culverts................................................................................7 2.3 Stone Box Culverts ...................................................................................................8 2.4 Stone Arch Culverts................................................................................................14 3.0 MAINTAINING HISTORIC STONE CULVERTS ..................................................16 3.1 General Maintenance Discussion ...........................................................................16 3.2 Inspection & Maintenance Program ......................................................................17 3.3 Clear Waterway .....................................................................................................18 -
Autonomous Dry Stone On-Site Planning and Assembly of Stone Walls with a Robotic Excavator
Research Collection Journal Article Autonomous Dry Stone On-Site Planning and Assembly of Stone Walls with a Robotic Excavator Author(s): Johns, Ryan Luke; Wermelinger, Martin; Mascaro, Ruben; Jud, Dominic; Gramazio, Fabio; Kohler, Matthias; Chli, Margarita; Hutter, Marco Publication Date: 2020-12 Permanent Link: https://doi.org/10.3929/ethz-b-000444678 Originally published in: Construction Robotics 4, http://doi.org/10.1007/s41693-020-00037-6 Rights / License: Creative Commons Attribution 4.0 International This page was generated automatically upon download from the ETH Zurich Research Collection. For more information please consult the Terms of use. ETH Library Construction Robotics (2020) 4:127–140 https://doi.org/10.1007/s41693-020-00037-6 ORIGINAL PAPER Autonomous dry stone On-site planning and assembly of stone walls with a robotic excavator Ryan Luke Johns1 · Martin Wermelinger2 · Ruben Mascaro3 · Dominic Jud2 · Fabio Gramazio1 · Matthias Kohler1 · Margarita Chli3 · Marco Hutter2 Received: 15 June 2020 / Accepted: 9 September 2020 / Published online: 29 September 2020 © The Author(s) 2020 Abstract On-site robotic construction not only has the potential to enable architectural assemblies that exceed the size and complexity practical with laboratory-based prefabrication methods, but also ofers the opportunity to leverage context-specifc, locally sourced materials that are inexpensive, abundant, and low in embodied energy. We introduce a process for constructing dry stone walls in situ, facilitated by a customized autonomous hydraulic -
Preservation Guide for Stone Masonry and Dry-Laid Resources
PRESERVATION GUIDE FOR STONE MASONRY AND DRY-LAID RESOURCES ABBY GLANVILLE GREG HARTELL INTERN FOR HISTORIC PRESERVATION SUMMER 2008 2 CONTENTS ACKNOWLEDGMENTS 5 INTRODUCTION 7 OVERVIEW 8 CRATER LAKE: RESOURCES AT A GLANCE 10 MAINTENANCE GUIDELINES 16 DOCUMENTATION 37 GUIDELINE SUMMARY 38 HISTORIC PHOTOGRAPHS 43 ENDNOTES 45 BIBLIOGRAPHY 46 A PHOTOGRAPHIC INVENTORY OF MASONRY AND DRY-LAID FEATURES WITH AN INTERACTIVE MAP SHOWING THE LOCA TIONS OF THESE FEATURES WAS DEVELOPED IN TANDEM WITH THIS MANUAL AND IS ON FILE WITH PARK HISTORIAN, STEVE MARK. 3 4 ACKNOWLEDGMENTS MY SINCERE THANKS ARE EXTENDED TO THE FRIENDS OF CRATER LAKE NATIONAL PARK FOR THEIR SUPPORT OF HISTORIC PRESERVATION THROUGH THE GREG HARTELL INTERNSHIP. THIS INTERNSHIP ALLOWS GRADUA TE STU DENTS FROM THE UNIVERSITY OF OREGON'S HISTORIC PRESERVATION PROGRAM TO GAIN PROFESSIONAL EX PERIENCE THROUGH PRESERVATION RELATED PROJECTS AT CRATER LAKE NATIONAL PARK THANK YOU ALSO TO CRATER LAKE NATIONAL PARK SU PERINTENDENT CRAIG ACKERMAN FORMER INTERIM SU PERINTENDENT STEPHANIE TOOTH MAN, AND FORMER SUPERINTENDENT CHUCK LUNDY, AS WELL AS MARSHA MCCABE, CHIEF OF INTERPRETATION AND CULTURAL RESOURCES, FOR THEIR SUPPORT OF THE GREG HARTELL INTERNSHIP FOR HISTORIC PRESERVATION; MAC BROCK BRIAN COULTER, LINDA HILLIGOSS, LESLIE JEHNINGS, CHERI KILLAM BOMHARD, DAVE RlVARD, BOB SCHAEFER, LI A VELLA, AND JERRY WATSON FOR THEIR EXPERTISE, ADVICE, AND FEEDBACK; MARY BENTEROU, FOR PREPARING DIGITAL IMAGES OF DRAW INGS; KINGSTON HEATH, DIRECTOR OF THE UNIVERSITY OF OREGON'S HISTORIC PRESERVATION PROGRAM, AND TARA LKENOUYE FOR THEIR ASSISTANCE IN OBTAINING THIS INTERNSHIP; AND TO MY SUPERVISORS KARL BACH- MAN, CHIEF OF MAINTENANCE, WHOSE RESOURCEFUL NESS AND DEDICATION TO PRESERVING CULTURAL RE SOURCES WITHIN THE PARK MADE THIS WONDERFUL IN TERNSHIP PROJECT POSSIBLE, AND STEVE MARK, CRATER LAKE NATIONAL PARK HISTORIAN, WHOSE EXPERTISE IN THE PARK'S HISTORY AND ARCHITECTURE GREATLY EN RICHED BOTH THE INTERNSHIP EXPERIENCE AND THE CONTENT OF THIS MANUAL. -
Fabrication Methods of the Polygonal Masonry of Large Stone Blocks with Fitted Curved Surfaces in Megalithic Structures of Peru Rostislav V
Preprints (www.preprints.org) | NOT PEER-REVIEWED | Posted: 3 August 2021 doi:10.20944/preprints202108.0087.v1 Fabrication methods of the polygonal masonry of large stone blocks with fitted curved surfaces in megalithic structures of Peru Rostislav V. Lapshin, Ph. D. Institute of Physical Problems Zelenograd, Russian Federation E-mail: [email protected] The article suggests methods that allow creating the most complicated type of polygonal masonry found in Peru. This masonry consists of large stone blocks weighing from several hundred kilograms to several tons fitted close to each other almost without a gap between complicated curved surfaces of large area. The work provides a brief description of techniques, which apparently were used by builders who arrived from Europe. The techniques under discussion are based on the use of a reduced clay model, 3D- pantograph and replicas. The use of a reduced clay model and a pantograph provides not only the unique appearance and high quality of masonry with large blocks, but also allows to significantly in- crease the productivity of the builders. As the pantograph designed to work with three-dimensional ob- jects has been known since the 18th century, the constructions under consideration should be dated by that and later time. The remaining simpler types of polygonal masonry with smaller stones or fitted sur- faces are almost flat, or stones contact with each other by a small area, or there are significant gaps be- tween stones, are quite consistent with the well-known methods of stone processing of those and earlier years, and, therefore, they do not require any additional explanations. -
PLATAIAI I N BOIOTIA Pages 28I-320 a PRELIMINARY REPORT of THE
HESPERIA 72 (2003) PLATAIAI I N BOIOTIA Pages 28I-320 A PRELIMINARY REPORT OF THE I996 200I CAMPAIGNS AB STRACT Recentresearch at Plataiai in southernBoiotia by the Plataiai Research Project (1996-2001)has addedsubstantially to our knowledgeof the site'shistory. Inhabitedsince the Neolithicperiod, Plataiai was protected by fortifications fromthe early5th centuryB.C. onward.Under the aegisof KingPhilip 11 the settlementarea was greatlyenlarged. The circuitwall was shortenedby the insertionof a diateichismaduring Hellenistic times, and the citylaidout along an orthogonalgrid. The settlementremained in this formuntil Late Roman timeswhen a newfortification wall again constricted the perimeter. Occupa- tion continueduntil medieval times, when Plataiai was abandoned, replaced by two smallervillages nearby. The battleof Plataiai,one of the mostpivotal and decisive military en- gagementsln. anequlty,. conanues . to craw attenhon . ln. popu.bar accounts aswell as morescholarly treatises on the ancientworld.l Various assump- tionsand a wealthof speculativecommentary exist on the battlein gen- eraland, more specifically, the reconstructionof the difficulttopography in whichit tookplace. The latteris complicatedby the almostcomplete lossof the historicaland natural markers mentioned by Herodotosin his narrationof the eventsof 479 s.c.2A preoccupationwith the battleand the defeatof the Persianforces under Mardonios has overshadowed the 1. The followingorganizations Precision/Trimble,Vienna, for lending Fundingwas provided by the Greek andindividuals