Returning to Earth: Analyzing and Designing Earthen Structures for Sustainable Design
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Unearthingbuilding
BUILDING UNEARTHING POTENTIAL A DESIGN PRIMER FOR RAMMED EARTH AND CEBS Christopher Maurer UNEARTHING BUILDING POTENTIAL A DESIGN PRIMER FOR RAMMED EARTH AND CEBS For the Center for Architecture Foundation This manual was written as part of the 2014 Arnold W. Brunner Award Special Thanks to the Smart Shelter Foundation, Tania Afroz, Chris Rollins, Rueben Brambleby, MASS Deisgn Group, and Iwan Baan 2015 redhouse studio, 1455 W 29th St. Cleveland, OH 44113, www.redhousearchitecture.org re dhouse studio UNEARTHING BUILDING POTENTIAL Part 1 Introduc on 1.1 A Case for Using Earth 1.2 A Brief History of Earth Construc on 1.3 Overview of Methods Part 2 Soil 2.1 Soils 2.2 Tes ng Soils Part 3 Construc on Techniques 3.1 Rammed Earth 3.2 Compressed Earth Block 3.3 Tes ng the Units Part 4 Design 4.1 Design Principals 4.2 Founda ons, Walls, and Openings 4.3 Ringbeams, lintels, roofs 4.4 Lateral Stability Part 5 Case Study 5.1 Butaro Doctors’ Housing - MASS Design Group Part 6 Open Resources 6.1 Cinva Ram Block Press 6.2 Machine Press 6.3 Formwork schema cs 6.4 Tes ng Equipment This manual is a design primer for architects, designers, construc on workers, and students interested in working with earth construc on, specifi cally Rammed Earth and Compressed Earth Block, and for those that would like to expand their general knowledge of these construc on methods. The informa on here is provided so that the reader may learn more about the methods and materials involved in earth construc on but should not serve as a subs tute for using a qualifi ed engineer, architect, or builder when building a structure. -
Earthbag Technology - Simple, Safe and Sustainable
EARTHBAG TECHNOLOGY - SIMPLE, SAFE AND SUSTAINABLE Dr. Owen GEIGER1, Kateryna ZEMSKOVA2 1 Director of the Geiger Research Institute of Sustainable Building, USA Nepal Engineer's Association [email protected] Earthbag Technology - Simple, Safe and Sustainable 2 Co-Founder and President of Good Earth Nepal, a New York based non-profit organization, USA [email protected] Dr. Owen GEIGER Kateryna ZEMSKOVA Director of the Geiger Research Institute of Sustainable Co-Founder and President of Good Earth Nepal, Building, USA a New York based non-profit organization, USA [email protected] [email protected] ABSTRACT Earthbag technology is an inexpensive, simple and sustainable method for building structures. Having evolved from military bunker construction and flood control methods, Earthbag buildings are notable for their ability to endure fire, flood, wind, earthquake and vermin, and are used in disaster-prone zones all over the world. In Nepal, all 55 Earthbag buildings survived a 7.8 magnitude earthquake with no structural damage. Because Earthbag technology makes minimal use of cement, concrete, steel and timber, and the fuel needed to transport them. This technique is easy on the environment, and doesn’t deplete scarce natural resources. Earthbag technology also requires less expertise than other traditional building methods, and only the simplest of tools. I. INTRODUCTION Earthbag technology is a wall system with structures composed primarily of ordinary soil found at the construction site. The soil is stuffed inside polypropylene bags, which are then staggered like masonry and solidly tamped. Barbed wire is used between the layers of bags and serves as mortar. For seismically active zones reinforcements like buttresses, vertical rebars and bond beams are recommended. -
Plastic Limit Analysis of Earthbag Structures
Plastic Limit Analysis of Earthbag Structures Student: Ralph Pelly Supervisor: Dr Andrew Heath Department of Architecture and Civil Engineering The University of Bath 2009 AR40223 MEng dissertation 1 Abstract In this paper, a detailed experimental analysis is carried out of the strength and structural performance of earthbag construction. An attempt at modelling the behaviour of earthbag arches using masonry arch plastic limit analysis is made, and conclusions drawn regarding its applicability to this method of construction. The relatively short history of earthbag construction is reviewed, and particular reference made to a planned earthbag dome project in the Namib Desert, Namibia. Constituent materials of polypropylene bags and sandy fill material are used to match expected conditions on this project, and material properties are defined in a series of tests. The compression strength, stiffness and friction coefficient of the earthbags are determined and used in further analysis on the structural system. Earthbag arches are tested, and it is shown that earthbag structures undergo large plastic deformations before ultimate collapse, and that properties can be improved significantly through the stabilisation of fill material. It is concluded that plastic limit analysis is appropriate only where stabilised fill material is employed. 2 Acknowledgements I would like to give my sincerest thanks and appreciation for all the support and advice I have received from so many people, not just in writing this paper but in studying for my degree over the last four years. It would not have been possible without them: Will Bazeley, Neil Price, Brian Purnell and Sophie Hayward, for their tireless and enduringly positive support through the entire experimental programme. -
Thesis Assessing the Perception of Compressed
THESIS ASSESSING THE PERCEPTION OF COMPRESSED EARTH BLOCK (CEB) AMONG CONTRACTORS IN THE PIEDMONT REGION OF NORTH CAROLINA Submitted by Evan G. Hughes Department of Construction Management In partial fulfillment of the requirements For the Degree of Master of Science Colorado State University Fort Collins, Colorado Summer 2015 Masters Committee Advisor: Rodolfo Valdes-Vasquez Jerry Vaske Jonathan Elliott Copyright by Evan G. Hughes 2015 All Rights Reserved ABSTRACT ASSESSING THE PERCEPTION OF COMPRESSED EARTH BLOCK (CEB) AMONG CONTRACTORS IN THE PIEDMONT REGION OF NORTH CAROLINA The earliest earthen dwellings in the U.S were made by manually pressing a mixture of moist earth and straw into roughhewn blocks. This method, known as adobe, is durable and environmentally benign but requires more time and manual labor than most conventional materials, and as a result has been largely ignored by U.S. contractors with the exception of those working in New Mexico. This is true of most earthen building techniques, including compressed earth block (CEB). CEB retains many of the environmental benefits of adobe and can be produced with automated machinery, allowing for rapid and consistent block production in large volumes. With the advent of labor and time-saving technology, the practical barriers presented by traditional earth building methods have been greatly reduced, necessitating an exploration of the non-technical barriers to CEB acceptance and adoption in the U.S. Studies conducted in Africa and Southeast Asia have shown that home-buyers often associate earthen structures with poverty, transience, and poor performance. Research performed in Midwestern states have indicated similar results. The current study seeks to determine what, if any, perception barriers to CEB acceptance and adoption exist among contractors in the North Carolina Piedmont region, which lies between the Appalachian Mountains and the Atlantic coastal plain and possesses ideal soil for earth building. -
Earthbag Housing: Structural Behaviour and Applicability in Developing Countries
EARTHBAG HOUSING: STRUCTURAL BEHAVIOUR AND APPLICABILITY IN DEVELOPING COUNTRIES by Bryce Callaghan Daigle A thesis submitted to the Department of Civil Engineering In conformity with the requirements for the degree of Master of Science in Engineering Queen’s University Kingston, Ontario, Canada September, 2008 Copyright © Bryce Callaghan Daigle, 2008 Abstract Global awareness of environmental issues such as climate change and resource depletion has grown dramatically in recent years. As a result, there has been a surge of interest in developing alternative building techniques and materials which are capable of meeting our structural needs with lower energy and material consumption. These technologies are particularly attractive for housing. Much of the global demand for housing is currently being driven by economic growth in developing countries. Additionally, natural disasters such as the 2004 Indian Ocean tsunami have destroyed houses in many countries where limited economic wealth makes reconstruction a challenge. This has resulted in shortages of permanent housing in these areas. This thesis explores the structural behaviour of earthbag housing under vertical compressive loading, in an attempt to broaden our quantitative understanding of this alternative building technique. Furthermore, this technique is assessed, along with other alternative construction techniques, for suitability in southern Sri Lanka, an area heavily damaged by the 2004 Indian Ocean tsunami. It was determined that the compressive strength of unplastered earthbag housing specimens meets or exceeds the vertical compressive strength of conventional stud-frame housing technology using a variety of fill materials, with the greatest strength being observed for soil- filled bags. Furthermore, the results of observational research from a site visit to Sri Lanka in 2006, combined with resource availability data and interviews with Sri Lankan citizens, suggest that earthbag housing is a very promising technique for housing construction in the southern coastal region. -
Analysis of Structural Components During Cyclical Loading of Steel Reinforced Earthbag Construction Noah Strong Santa Clara University
Santa Clara University Scholar Commons Civil Engineering Senior Theses Engineering Senior Theses Spring 2018 Analysis of Structural Components During Cyclical Loading of Steel Reinforced Earthbag Construction Noah Strong Santa Clara University Emil Huebner Santa Clara University Ethan Jensen Santa Clara University Follow this and additional works at: https://scholarcommons.scu.edu/ceng_senior Part of the Civil and Environmental Engineering Commons Recommended Citation Strong, Noah; Huebner, Emil; and Jensen, Ethan, "Analysis of Structural Components During Cyclical Loading of Steel Reinforced Earthbag Construction" (2018). Civil Engineering Senior Theses. 63. https://scholarcommons.scu.edu/ceng_senior/63 This Thesis is brought to you for free and open access by the Engineering Senior Theses at Scholar Commons. It has been accepted for inclusion in Civil Engineering Senior Theses by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. 12 S H 613.2018 ANALYSIS OF STRUCTURAL COMPONENTS DURING CYCLICAL LOADING OF STEEL REINFORCED EARTHBAG CONSTRUCTION by Noah Strong Emil Huebner Ethan Jensen SENIOR DESIGN PROJECT REPORT Submitted to the Department of Civil Engineering of SANTA CLARA UNIVERSITY in partial fulfillment of the requirements for the degree of Bachelor of Science in Civil Engineering Santa Clara, California Spring 2018 ii ACKNOWLEDGEMENTS We would like to thank our Faculty Advisors, Dr. Tonya Nilsson and Dr. Mark Aschheim. Dr. Nilsson has guided, motivated, and assisted this design project the entire school year. Dr. Nilsson is an expert in alternative building methods and alternative building materials. Dr. Mark Aschheim designed and built the Three Degree-of-Freedom Test Frame and was vital in the testing success and data analysis. -
Flexural Behavior of Interlocking Compressed Earth Block Shear Walls Subjected to In-Plane Loading
FLEXURAL BEHAVIOR OF INTERLOCKING COMPRESSED EARTH BLOCK SHEAR WALLS SUBJECTED TO IN-PLANE LOADING A Thesis Presented to the Faculty of California Polytechnic State University, San Luis Obispo In Partial Fulfillment of the Requirements for the Degree of Master of Science in Civil and Environmental Engineering by Bradley James Stirling July 2011 © 2011 BRADLEY JAMES STIRLING ALL RIGHTS RESERVED ii COMMITTEE MEMBERSHIP TITLE: Flexural Behavior of Interlocking Compressed Earth Block Shear Walls Subjected to In-plane Loading AUTHOR: Bradley James Stirling DATE SUBMITTED: July 2011 COMMITTEE CHAIR: Bing Qu, Assistant Professor COMMITTEE MEMBER: Daniel Jansen, Associate Professor COMMITTEE MEMBER: Peter Laursen, Assistant Professor iii ABSTRACT Flexural Behavior of Interlocking Compressed Earth Block Shear Walls Subjected to In-Plane Loading Bradley James Stirling This thesis investigates the flexural behavior of interlocking compressed earth block (ICEB) shear walls. In-plane cyclic tests were conducted to evaluate the performance of three flexure dominant large scale ICEB specimens: a slim wall with a 2:1 height to width aspect ratio, a flanged wall, and a wall with an opening at the center. Following the experimental investigation, two types of analyses were conducted for calculating the ultimate strength of flexure dominant ICEB walls: a nonlinear static analysis model assuming lumped plasticity and a plastic analysis model. In addition, incremental dynamic analysis was conducted to address the seismic performance of flexure dominant ICEB buildings. Based on the database from the incremental dynamic analysis, the collapse potential of demonstration ICEB buildings were compared for the countries of interest. Keywords: interlocking compressed earth block, flexural behavior, cyclic testing; nonlinear analysis. -
Analysis of the Thermal Behavior of an Earthbag Building in Mediterranean Continental Climate: Monitoring and Simulation
energies Article Analysis of the Thermal Behavior of an Earthbag Building in Mediterranean Continental Climate: Monitoring and Simulation Lídia Rincón, Ariadna Carrobé, Marc Medrano * , Cristian Solé, Albert Castell and Ingrid Martorell y SEMB Research Group, INSPIRES Research Centre, Universitat de Lleida, Pere de Cabrera s/n, 25001 Lleida, Spain; [email protected] (L.R.); [email protected] (A.C.); [email protected] (C.S.); [email protected] (A.C.); [email protected] (I.M.) * Correspondence: [email protected] Serra Húnter Fellow, Generalitat de Catalunya. y Received: 7 November 2019; Accepted: 24 December 2019; Published: 30 December 2019 Abstract: Nearly 30% of humanity lives in earthen dwellings. Earthbag is a sustainable, cheap, feasible and comfortable option for emergency housing. A comparative monitoring-simulation analysis of the hygrothermal behavior of an Earthbag dwelling in Mediterranean continental climate, designed under bioclimatic criteria, is presented. The dome shape Earthbag dwelling has a net floor area of 7.07 m2, a glass door facing south and two confronted windows in the east and west facades. A numerical model (EnergyPlus v8.8) was designed for comparison. Twenty-four hour cross ventilation, night cross ventilation, and no ventilation in free floating mode and a controlled indoor temperature were the tested scenarios. Comparisons between experimental data and simulation show a good match in temperature behavior for the scenarios studied. Reductions of 90% in summer and 88% in winter, in the interior thermal amplitude with respect to exterior temperatures are found. Position of the glazed openings was fundamental in the direct solar gains, contributing to the increase of temperature in 1.31 ◦C in winter and 1.37 ◦C in the equinox. -
Arcology and Arcosanti1: Towards a Sustainable Built Environment
head.gif (2877 by tes) Issue 18 Earth Day 2003 ISSN: 1076-7975 Arcology and Arcosanti1: Towards a Sustainable Built Environment David Grierson Department of Architecture, University of Strathclyde, Scotland ..................................... Around the world, as cities reach unprecedented sizes, their increasing social and environmental problems need to be addressed if we are to avoid catastrophe. Paolo Soleri’s arcology model aims at a more balanced relationship between urban form and efficiency of performance within a unique conception of the modern city. Since 1970 a prototype has been constructed at Arcosanti in the central Arizona desert to test the validity of the arcology model exploring such issues as the intensification in the use of space, higher residential densities, centralization, compactness, the integration of land uses, and self-containment of habitat. This essay describes both the arcology theory and the Arcosanti project and how the related ongoing work has wider significance in responding to some of the overlapping challenges that are involved in a movement towards more sustainable built environments. “We do not inherit the earth from our parents, we borrow it from our children” A Kenyan proverb “…and we have no right, by any thing we do or neglect, to involve them in unnecessary penalties, or deprive them of benefits which it was in our power to bequeath.” John Ruskin The Seven Lamps of Architecture I Over one hundred and fifty years ago John Ruskin, in his treatise on reforming architecture, described the earth as a “great entail,” belonging as much to those who are to come after us, as to us. -
D a N I E L J O H N B U T
D A N I E L J O H N B U T K O AIA, NCARB, LEED AP, ASA Division of Architecture Associate Director & Gibbs Research Fellow Christopher C. Gibbs College of Architecture The University of Oklahoma, Norman, OK 73019 tel: 405.325.9411 email: [email protected] TEACHING + RESEARCH SUMMARY § Materials, Architectural Acoustics, Design Studios, Earthen Design & Construction, Design-Build § 39 published & presented papers, articles, posters, and invited conference session synopses including 16 journal entries (of the 39, 31 are uniquely published and 25 are blind peer-reviewed) § $350k+ in financial and in-kind contributions for research (internal and external sources) § Advisor to five students awarded the Newman Medal for excellence in Architectural Acoustics EDUCATION Master of Architecture - College of Design, Construction, and Planning in Architecture (DCP), The University of Florida (UF), May 2005. Emphasis in natural acoustics and lighting. Bachelor of Design in Architecture – College of Architecture, UF, High Honors, May 1998. TEACHING ASSIGNMENTS 1,275+ UG & Grad students: 23 semesters (F/S/Su) at OU and adjunct positions UF & K-State § Architectural Acoustics (developed course at OU and K-State from research initiatives) § Architecture Design Studios & coordinator: I, II, IV, V, VI, and VII with acoustics integration § Architectural Materials and Methods courses § CASA Playhouse: Design-Build Summer Course § Independent Study / Directed Reading courses (Compressed Earth Block, Materials, & Acoustics) § Earthen Design and Construction (developed course from research initiatives) § Environmental Technologies I and II (while adjunct at UF and K-State) § Introduction to Building Technology § Methods III and IV – Materials and Form (developed course from curriculum requirement) § Methods VII – Advanced Systems (developed course from curriculum requirement) § Precollegiate Mini-College (1st – 6th grade students) 2015 and 2016 Summers PROFESSIONAL REGISTRATIONS + AFFILIATIONS § Registered Architect, State of Kansas, since 2007 License No. -
E L E V a T E
KATERINA GUROVA E L E V A T E A PROPOSAL FOR TIMBER SKYSCRAPERS AS A VERTICAL CITY Chalmers University of Technology Department of Architecture and Civil Engineering Tutor: Jonas Lundberg Examiner: Kengo Skorick ELEVATE A Proposal for Timber Skyscrapers as a Vertical City © 2020 Katerina Gurova Contact: [email protected] Chalmers University of Technology Department of Architecture and Civil Engineering Master’s Thesis in Architecture and Urban Design MPARC ACEx35 ‘Material Turn’ Tutor: Jonas Lundberg Examiner: Kengo Skorick THANK YOU Jonas Lundberg Kengo Skorick Jonas Runberger Karl-Gunnar Olsson Tabita Nilsson Linda Sköneskog Linnea Kikuchi Material Turn gang Family and friends 4 5 ABSTRACT We as humans have reached a time where amazement over given the same care as the ones in regular urban planning, our great technological achievements is obscured by the fear and be equipped with functions such as outdoor parks, of ruining our planet. The building sector is faced with the public activities and culture. challenge of building more than ever to sustain population This thesis uses a design oriented method and the process growth, demographic changes and urbanization. It is time to is focused primarily on conducting design studies. External rethink how we build. knowledge from literature and reference projects is translated into new ideas through iterative design experiments, This thesis explores the concept of the Vertical City typology conducted in themed loops focusing on massing, structure, as a solution to increased urban density, and aspires to program and relation to site. raise awareness of mass timber as a viable and sustainable structural material for tall buildings. -
Compressed Earth Blocks (CEB) with No Added Cement ENVIRONMENT
Seguridad y Medio Ambiente - Nº 115 Page 1 of 15 Year 29 Nº 115 third quarter 2009 Compressed earth blocks (CEB) with no added cement ENVIRONMENT This article analyses the behaviour of compressed earth blocks (CEB) with no added cement, using various tests to do so. CEBs are an alternative wall building material offering significant economic and environmental advantages over traditional cement-based materials. This makes them a promising option for the construction industry. Por FERNANDO GALÍNDEZ. Universidad Católica de Salta. Facultad de Arquitectura This research project studies an alternative wall-building material called compressed earth block (CEB) with no added cement. Two main advantages accrue from removing cement from the basic CEB mixture: firstly, an economic benefit, because the price of cement makes the cost of the block much higher, and secondly an environmental benefit due to the impact of the cement manufacturing process. CEBs have a lower environmental burden than bricks because they are not kiln fired, but the addition of cement as stabiliser forfeits some of this environmental advantage. Generally, earth with a high clay content is considered unsuitable for making CEBs since clayey soil calls for more added cement than sandy soil to achieve acceptable strength. This is reflected in the IRAM (Argentinian Standardisation and Certification Institute) rules, which specify that up to 15% cement has to be added for making cement-stabilised earth blocks from clayey soils. This rules out a wide range of soils for making CEBs, unless there is the possibility of adding sand or, as a worse option, increasing the amount of cement.