An Overview of Natural Building Techniques JOSEPH F

Total Page:16

File Type:pdf, Size:1020Kb

An Overview of Natural Building Techniques JOSEPH F An Overview of Natural Building Techniques JOSEPH F. KENNEDY Introduction Over the past several decades, numerous vernacular building methods have been investigated and, in some cases, revived and improved upon by a new breed of visionary designer-builder. These techniques are often grouped under the label "natural building," a building philosophy that relies on materials and techniques which are ecologically sound, culturally sensitive, reliant on local resources and skills, and are within economic reach of local inhabitants, many of whom cannot currently afford shelter. Natural building has emerged as a response to an increasing concern for our built environment. Natural materials are an alternative to toxic substances which have led to widespread environmental illness. Those seeking to simplify their lives can build their own homes using such techniques, with community help and local, inexpensive materials. Those who recognize the environmental, social and economic costs of our current ways of construction believe that natural building provides part of the solution to the complex worldwide problem of sustainable living. While interest in natural building has surged in the Industrialized West, many ancient roots have been lost in traditional areas in favor of capital- and energy-intensive industrial building methods. In the name of "progress," crucial cultural and technological riches continue to be abandoned for concrete blocks, tin shacks and other degraded symbols of an untenable Western dream. Ironically, some builders in industrialized countries are now turning to these very cultures for solutions to their building problems. It is to be hoped that a resurgence of interest and research into vernacular building systems will increase respect for these timeless ideas in their native lands. And through diligent efforts, many of these techniques are indeed being revived, studied and implemented throughout the world. Though often appropriate in their original contexts, many ancient techniques are benefiting from scientific and engineering study, creating applications for a variety of new situations. These techniques are being validated by modern structural and other code tests, which also point out directions for further research and improvement. Adobe Adobes are sun-dried mud bricks stacked with a mud mortar to create thick-walled structures. These thick earthen walls provide what is known as "thermal mass" which helps to modulate interior temperatures by absorbing excess heat during the day and slowly releasing it at night. (In chilly climates, thermal mass needs to be insulated to prevent creating a net heat loss in winter.) The use of adobes dates back centuries in traditional earth-building areas such as North Africa, the Middle East, South America and the United States Southwest. While in some areas this building method is in decline, it is still in widespread use in others. Dramatic examples of vaulted and domed structures built entirely of earth bricks still stand after centuries in the Middle East, testament to adobe's timeless beauty and structural integrity. While in "developing" countries its use is mostly confined to those too poor to have access to other building materials, in the Southwest U.S., adobe is often used by the very rich, illustrating its wide appeal. Adobe is appropriate in areas which are labor-rich and capital-poor, because it is labor intensive, using local materials and simple tools. Adobe bricks are made with a completely saturated mixture of clay and sand (and sometimes straw or manure), poured or pressed into forms, which are removed either immediately or after the brick has partially dried. Adobes can take an infinite number of shapes and sizes which are utilized for specific techniques (i.e. small flat square bricks used to build leaning arches and domes in Iran). After the bricks have dried for several days, they are turned on edge for further drying, then stacked for transport or for use on site. The adobes are laid on an appropriate foundation (usually stone or concrete) using typical masonry techniques with thick joints to take up the difference in size of the adobes. Typically, mud mortar is used, but a concrete- or lime-based mortar can also be used. Various stabilizers for the adobes themselves have been developed, with most, however, relying on cement or asphalt-based compounds. While adobe is widely appropriate, precautions must be taken to ensure the durability of construction. Wide eaves are often necessary to protect the walls from rain and foundations must protect the walls from ground moisture, while gutters are used to prevent splashing. Mud plaster is traditionally used to finish adobe structures, only requiring replenishment every few years if the walls are unprotected. Cement stucco has also been used in an effort to provide longer-lasting exterior coatings, but in many cases has proven to be destructive, as the brittle stucco can crack, letting in water which dissolves the underlying adobes. Because the stucco often hides this damage, buildings can collapse before anything is sensed to be wrong. In addition, indoor water vapor cannot escape fast enough and builds up on the inside of cement stucco, eroding the wall. Because of this, there has been a return to traditional plasters using mud, straw and other natural materials. Because the mortar can be a "weak link" in adobe construction, building codes typically place severe restrictions on it. While other, monolithic techniques, such as cob and rammed earth may fare better in earthquake- prone areas, these, along with adobe are essentially limited to the desert Southwest. Bamboo Bamboo is the largest of the grass family of plants. It grows very quickly, providing renewable material for building, tools, and utensils as well as edible shoots. Common in the tropics, many species of bamboo grow in temperate climates as well. Strong and beautiful, bamboo has seen a recent resurgence in popularity with builders. Bamboo as a building material is not commonly known in North America because of limitations on the import of living plants, lack of knowledge of traditional techniques, and because there are so few native species. This ignorance is beginning to change, however, as timber prices rapidly escalate, and western builders become aware of innovative uses of bamboo that have originated in Asia, Central America and South America. Utilized for millenia on these continents, bamboo is often used, as the west uses wood and steel, for structural purposes. It can replace rebar in certain concrete applications, be used as pins in straw-bale construction, to create trusses and other structural members, as decorative elements, and has even been used as plumbing. Its widespread use in tropical areas, as well as unsustainable harvest for export, can also be dangerous however, as indiscriminate cropping can decimate stands and endanger interdependent ecosystems. To address this danger, efforts to create sustainable growing programs similar to those for tropical hardwoods are in development. Cob Cob is an ancient technique of building monolithic (meaning "all one piece") walls using "cobs" of moist earth and straw that has similar thermal properties to adobe and rammed earth. It is being rediscovered as a multifaceted building material applicable to a number of conditions. Virtually unknown in North America, cob was reintroduced by Welsh architect and permaculturist Ianto Evans, who started the "Cob Cottage Company" with his wife Linda Smiley after intense interest in his $500 self- built cob home. A sculptural technique which lends itself to curved organic shapes, cob requires minimal tools and can be built by young and old alike. "Oregon cob" is quite a different process than traditional methods, improving some aspects of the technique through increased attention to design, materials selection and application procedures. The process of building with cob entails mixing local subsoil with sand and/or clay (depending on the composition of the base earth) and straw or other fibrous materials to create a stiff mud which is formed into small loaves (cobs). These cobs can be tossed to the builder on the wall who mashes them together to form a monolithic wall on top of a stone or concrete foundation. Cob can also be forked as a mass onto the wall, then shaped into the next layer. The relatively thick walls (they have been known to be up to six feet thick) proceed in layers or "lifts" from 6" to 18" high. Attempts to build higher than this can result in slumping. After a period of time to let each layer solidify, work can continue. Irregularities can be shaved off with a spade or other sharp tool as work progresses. A particular favorite of natural builders for its ease, sculptural qualities, strength, and thermal mass, cob is also useful in combination with other techniques. Windows and other details are "cobbed" into place, and niches and reliefs are easy to create. While extremely economical for owner- builders, cob is very labor intensive and time consuming, with walls taking up to a year to fully cure. In addition, the curving architecture currently advocated is not to all tastes. Cob has been used mostly in informal or experimental buildings in the U.S. while code-testing procedures are investigated, but now several isolated projects are receiving permits. Traditional cob construction is undergoing a revival in England as well, where proponents are rediscovering five hundred year old houses in perfect condition, and new projects are reinvigorated this nearly-lost craft. Compressed Earth Blocks Compressed earth blocks are similar to adobes, with the main differences being they are not fully saturated with water, are more dense than adobes, and are usually significantly more uniform. These blocks are created using a variety of machines. Some, like the Cinva-Ram invented in South America, use human labor and are relatively inexpensive. Expensive fuel- powered machines, on the other hand, can produce thousands of bricks in a day.
Recommended publications
  • Numerical Modeling of Rammed Earth Constructions: Analysis and Recommendations R
    First International Conference on Bio-based Building Materials June 22nd - 24th 2015 Clermont-Ferrand, France NUMERICAL MODELING OF RAMMED EARTH CONSTRUCTIONS: ANALYSIS AND RECOMMENDATIONS R. El Nabouch, Q.-B. Bui ,*, P. Perrotin, O. Plé, J.-P. Plassiard Université de Savoie, LOCIE – CNRS UMR 5271, 73376 Le Bourget du Lac, France. *Corresponding author; e-mail: [email protected] Abstract Rammed earth (RE) material presents actually attracting interests in the context of sustainable development. In addition to low embodied energy, rammed earth constructions present interesting living comfort thanks to the substantial thermal inertia and the natural “moisture regulator” of the RE walls. This is why several researches have been recently carried out to study this material. However, comparing to other conventional materials (e.g. concrete), there is not yet sufficient results in the literature which enable to perform advanced studies in the case of extreme loadings (e.g. earthquake). The paper presents firstly a review of the existing studies on RE, from the material characteristics to the structural behavior, from the experimental results to the numerical models. An analysis of these results is presented. Secondly, numerical simulations using a finite element code (ASTER) are engaged. The Drucker-Prager elasto-plastic model is adopted. Experimental results, coming from the literature, are used to calibrate the numerical simulation. The variability of the parameters (Young modulus, friction angle, cohesion …) and the relevance of the used model will be discussed. Finally, recommendations for future numerical and experimental studies will be presented. Keywords: Rammed earth; mechanical characteristics; numerical modeling; Drucker-Prager model. material. The main objective of this article is to provide an accurate knowledge about the behavior and the 1 INTRODUCTION mechanical characteristics of this material in building Buildings constructed by local materials are construction.The first part of this article will mainly sustainable in the actual context.
    [Show full text]
  • Rammed Earth Structures – Code of Practice Thc 03
    SADCSTAN TC 1/SC 5/CD SAZS 724 SADC HARMONIZED STANDARD FOR RAMMED EARTH STRUCTURES – CODE OF PRACTICE THC 03 SADCSTAN TC 1/SC 5/CD SAZS 724 LOCAL FOREWORD This Standard SADC ZW HS 983:2014: Rammed earth structures – Code of practice, is the national adoption of Southern African Development Community Cooperation in Standardization’s (SADCSTAN) regional standard. This standard replaces ZWS 724:2000 which is now withdrawn. The SADCSTAN membership is open to National Standards Bodies (NSBs) of SADC Member States, or where a NSB has not been established by a Member State, any other institution designated by its Minister responsible for industry and trade. The Standards Association of Zimbabwe being the national standards body is a member of SADCSTAN. SADCSTAN promotes the coordination of standardization activities and services in the region with the purpose of achieving harmonization of standards and technical regulations (with the exception of legal metrology regulations) in support of the objectives of the SADC Protocol on trade. Zimbabwe’s participation in the development of this regional standard was through the Standards Association of Zimbabwe’s Technical Committee (TC) BC 042: Rammed Earth Structures, on which the following interests were represented: University of Zimbabwe, Department of Civil Engineering Civic Forum (Housing People of Zimbabwe) Construction Industry Federation of Zimbabwe Institute of Architects of Zimbabwe Intermediate Technology Development Group John Sisk and Son Julian Keable and Partners Ministry of National Housing and Social Amenities Ministry of Transport Infrastructural Development Scientific and Industrial Research and Development Centre Standards Association of Zimbabwe Zimbabwe Association of Consulting Engineers Rammed Earth Consulting CIC i SADCSTAN TC 1/SC 5/CD SAZS 724 Contents Page RAMMED EARTH STRUCTURES — CODE OF PRACTICE ..................................................................
    [Show full text]
  • Effectiveness of the Repair of Unstabilised Rammed Earth with Injection of Mud Grouts
    Effectiveness of the repair of unstabilised rammed earth with injection of mud grouts R.A. Silva 1, D.V. Oliveira 2, L. Schueremans 3, T. Miranda 4, J. Machado 5 1-2, 4-5 ISISE, University of Minho, Guimarães, Portugal 3 Department of Civil Engineering, KU Leuven / Frisomat, Belgium Abstract: The presence of cracks debilitates the structural performance of rammed earth. Grout injection is a repair solution put forward recently, where compatibility issues demand using mud grouts. Little is known on this topic, whereby an experimental program on the mechanical effectiveness of grout injection for repairing cracks in rammed earth was performed. Specimens tested under bending and diagonal compression were retested after repair with injection of mud grouts. Mud grouts incorporating the original soil of the rammed earth are shown to perform better and their injection achieves satisfactory shear strength recovery, but is less effective in recovering initial shear stiffness. Keywords: Earth construction, rammed earth, repair, injection, mud grout, diagonal compression, shear strength, three-point bending, bending strength, experimental program Highlights: - The repair effectiveness of mud grouts is tested; - The shear behaviour of rammed earth depends on binding, friction and interlocking; - Mud grouts incorporating the same soil of the rammed earth perform better; - Grout injection provides satisfactory strength recovery; - Grout injection is incapable of recovering the initial shear stiffness. 1PhD, Post-doc researcher, ISISE, University of Minho, Department of Civil Engineering, Azurém, P-4800-058 Guimarães, Portugal. Phone: +351 253 510 200, fax: +351 253 510 217, email: [email protected] 2PhD, Professor, ISISE, University of Minho, Department of Civil Engineering, Azurém, P-4800-058 Guimarães, Portugal.
    [Show full text]
  • Influence of Arabic and Chinese Rammed Earth Techniques in the Himalayan Region
    Sustainability 2012, 4, 2650-2660; doi:10.3390/su4102650 OPEN ACCESS sustainability ISSN 2071-1050 www.mdpi.com/journal/sustainability Article Influence of Arabic and Chinese Rammed Earth Techniques in the Himalayan Region Paul Jaquin Integral Engineering Design, Tollbridge Studios, Bath, UK; E-Mail: [email protected] Received: 14 August 2012; in revised form: 24 September 2012 / Accepted: 8 October 2012 / Published: 15 October 2012 Abstract: This paper discusses different rammed earth construction technique in Asia. Rammed earth construction techniques from China, Indian, Nepal and Bhutan are examined. It is shown that these techniques are demonstrably different from each other, and argued that the techniques may have developed independently. Case study structures are discussed and it is shown that with care it is possible to chart the development of both techniques both chronologically and geographically. Keywords: rammed earth; formwork; rammer; Asia; Bhutan; Ladakh; Mustang, Hakka 1. Introduction In this paper we compare different aspects of rammed earth construction, focusing mainly on the formwork support and the rammer. The findings presented in this paper are a result of the author’s observations of a number of sites in Asia, and it is believed this is the first time such similarities and differences have been described. However, a detailed survey of many rammed earth structures has not been undertaken, and thus the conclusions, at this point, are tentative. 2. Rammed Earth Rammed earth is a simple construction technique based on compacting earth between formwork to make a homogeneous wall. It has recently become popular in Australia, the USA and other parts of the world because it is recognized as a sustainable building material.
    [Show full text]
  • Strawbale Vs Cob: Choosing the Best Natural Building Materials to Build Durably in Cold and Wet Climates
    Strawbale vs Cob: Choosing the best natural building materials to build durably in cold and wet climates Presented by: Sigi Koko Down to Earth Design natural building design hands-on workshops www.buildnaturally.com “Meet the present needs without compromising the ability of future generations to meet their own needs” --UN definition of “sustainable” Down to Earth design WHAT are natural building materials? • locally available • rapidly renewable • non-toxic • use technology appropriately • provide multiple benefits Down to Earth design Inexpensive Materials + Simple Recipe for Construction Community Techniques = + “Barn- Labor Raising” Intensive Down to Earth design Understand Material Properties: insulation vs. thermal mass Down to Earth design INSULATION… …slows down how fast heat flows Down to Earth design USE INSULATION WHEN… …you have long periods of time where your desired temperature inside differs significantly from the temperature outside Down to Earth design INSULATING MATERIALS INCLUDE: straw hemp clay-slip straw pumice cotton wool air Down to Earth design INSULATION VALUES TO SHOOT FOR: Below a slab = R-10 If slab is heated = R-15 Crawl space floor = R-24 Walls = R-30 Roof envelope = R-48 Down to Earth design Don’t forget the detailing! Seal air spaces to avoid leakage. Down to Earth design THERMAL MASS IS… …a battery that stores heat energy Down to Earth design THERMAL MASS can be used to store heat Down to Earth design THERMAL MASS can be used to store coolness Down to Earth design USE THERMAL MASS WHEN… …you want to moderate
    [Show full text]
  • An Earth Block with a Compressive Strength Higher Than 45Mpa! Jean-Emmanuel Aubert, A
    An earth block with a compressive strength higher than 45MPa! Jean-Emmanuel Aubert, A. Fabbri, J.C. Morel, Pascale Maillard To cite this version: Jean-Emmanuel Aubert, A. Fabbri, J.C. Morel, Pascale Maillard. An earth block with a compressive strength higher than 45MPa!. Construction and Building Materials, Elsevier, 2013, 47, pp.366 - 369. 10.1016/j.conbuildmat.2013.05.068. hal-01877125 HAL Id: hal-01877125 https://hal.archives-ouvertes.fr/hal-01877125 Submitted on 19 Sep 2018 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. An earth block with a compressive strength higher than 45 MPa! J.E. Auberta*, A. Fabbrib, J.C. Morelb, P. Maillardc a Université de Toulouse; UPS, INSA; LMDC (Laboratoire Matériaux et Durabilité des Constructions), 135 avenue de Rangueil, F-31 077 Toulouse cedex 4, France b Laboratoire de Tribologie et Dynamique des Systèmes, UMR 5513 CNRS, Laboratoire Génie Civil et Bâtiment (LGCB), Ecole Nationale des Travaux Publics de l'Etat, Université de Lyon, Rue Maurice Audin, 69518 Vaulx en Velin cedex, France c Centre Technique de Matériaux Naturels de Construction (CTMNC), Service Céramique R&D, Ester Technopole, 87069 Limoges Cedex, France Abstract This paper presents the results of a compressive strength test carried out on an extruded earth block of dimensions 40.7x13.6x4.8 [cm3].
    [Show full text]
  • A Comparison Between Earth Block Masonry, Rammed Earth and Cob
    See discussions, stats, and author profiles for this publication at: https://www.researchgate.net/publication/261370550 Mechanical behaviour of earthen materials: A comparison between earth block masonry, rammed earth and cob Article in Construction and Building Materials · June 2014 DOI: 10.1016/j.conbuildmat.2014.03.009 CITATIONS READS 89 468 3 authors: Lorenzo Miccoli Urs Mueller Xella Technology and Research Centre RISE Research Institutes of Sweden 86 PUBLICATIONS 380 CITATIONS 100 PUBLICATIONS 536 CITATIONS SEE PROFILE SEE PROFILE Patrick Fontana RISE Research Institutes of Sweden, Stockholm, Sweden 67 PUBLICATIONS 277 CITATIONS SEE PROFILE Some of the authors of this publication are also working on these related projects: New Integrated Knowledge based approaches to the protection of cultural heritage from Earthquake-induced Risk-NIKER View project Structural Reliability of Earth Block Masonry - A Way to Standardization View project All content following this page was uploaded by Lorenzo Miccoli on 20 December 2016. The user has requested enhancement of the downloaded file. *Manuscript Click here to download Manuscript: Manuscript REVISED.docx Click here to view linked References Mechanical behaviour of earthen materials: a comparison between 1 2 earth block masonry, rammed earth and cob 3 4 5 Lorenzo Miccoli1*, Urs Müller2, Patrick Fontana1 6 7 1 8 BAM Federal Institute for Materials Research and Testing, Division 7.1 - Building Materials, Unter den Eichen 9 10 87, 12205 Berlin, Germany 11 12 2CBI Swedish Cement and Concrete Research Institute, c/o SP, Box 857, Brinellgatan 4, 50462 Borås, Sweden 13 14 *Corresponding author. Tel. +49 30 8104 3371 Fax +49 30 8104 1717 E-mail address: [email protected] 15 16 17 18 19 Abstract 20 21 Earth represents one of the oldest construction materials, which is still utilised both in developed and in 22 23 developing countries.
    [Show full text]
  • Rammed Earth Theory in Earth Architecture
    Vol. 9(3), pp. 432-435, 16 January, 2014 DOI: 10.5897/AJARx11.070 African Journal of Agricultural ISSN 1991-637X ©2014 Academic Journals Research http://www.academicjournals.org/AJAR Review Rammed earth theory in earth architecture Hamed Niroumand*, M. F. M. Zain and Maslina Jamil Department of Architecture, Faculty of Engineering, National University of Malaysia (UKM), Malaysia. Accepted 14 May, 2013 Rammed earth is a method of building walls whereby a mixture of earth is compacted in layers between forms. The soil mix needs to be carefully balanced between clay, sand and aggregate. The clay and moisture content of rammed earth is relatively low compared to that used for mud brick or other earth building methods. The use of rammed earth is a fascinating fusion of modern technology, ancient knowledge, and innovative construction techniques, and is increasingly attracting attention. It’s a sustainable building materials and natural building methods. Once a building is obsolete, it returns to earth. The paper presents rammed system based on physical and construction characteristics. Key words: Earth architecture, rammed earth, sustainable, construction. INTRODUCTION Rammed earth is a technique for building walls using the incombustible, thermally massive, strong, and durable. raw materials of earth, chalk, lime and gravel. Rammed They can be labor-intensive to construct without earth is a structural wall system built of natural mineral machinery, however, and they are susceptible to water soils compacted in thin layers within sturdy formwork. damage if inadequately protected or maintained. Building The strength and durability of the wall are results from the a rammed earth wall involves compressing a damp densification of a clay, sand and gravel matrix.
    [Show full text]
  • Rammed Earth Architecture's Journey to the High Hills Of
    RAMMED EARTH ARCHITECTURE’S JOURNEY TO THE HIGH HILLS OF THE SANTEE AND ITS ROLE AS AN EARLY CONCRETE A Thesis Presented to the Graduate Schools of Clemson University & The College of Charleston In Partial Fulfillment of the Requirements for the Degree Master of Science Historic Preservation by Jessica Golebiowski May 2009 Accepted by: Ashley Robbins Wilson, Committee Chair Frances Ford Jonathan Poston Abstract Rammed earth, a form of earthen architecture and construction that has been used for thousands of years, has gone through periods of resurgence and decline. Its modern era rediscovery through practice and publications during the late 18th and early 19th century was fueled by writers and practitioners who disseminated the ideas of pisé starting in France extending to England and eventually to other European countries and the United States. Once these ideas reached America, farmers and intellectuals alike were interested in this simple yet durable means of construction. Rammed earth ideas, while intellectualized in Europe, originated from practice in Africa and the West Indies where enslaved and free Africans used their traditional methods of earth walling and wattle and daub construction. These traditions transferred to America through slave trade and immigration of free blacks and can be found in many southern states including Louisiana and South Carolina. Pisé and other forms of earthen architecture, tabby and bousillage, are examined to better understand earthen construction, its origins, methodology, influences, and position as an ancient and emerging construction technique. In South Carolina, Dr. William Wallace Anderson of Stateburg built wings on his house out of pisé, seven outbuildings, and a nearby church of the material.
    [Show full text]
  • Quantitative Criteria for the Selection and Stabilisation of Soils for Rammed Earth Wall Construction
    Quantitative criteria for the selection and stabilisation of soils for rammed earth wall construction A thesis submitted in fulfilment of the requirements for the Degree of Doctor of Philosophy in the Faculty of the Built Environment University of New South Wales by Van Stephan Burroughs 2001 ABSTRACT Modern building procedures and requirements demand that the selection and stabilisation of soils for the purposes of rammed earth construction be better quantified. This study examines the relationships between soil properties, stabiliser treatments, and stabilised strength and density for 111 soil samples taken from sites in New South Wales (Australia), and develops new quantitative criteria for soil assessment, selection, and stabilisation. Laboratory measurements of soil particle size distribution, plasticity, and shrinkage were made for each soil. Various quantities from 0-6 % of lime, cement, and asphalt were added to the soil samples, and the resulting 230 specimens were compacted, and cured for 28 days. Determinations were made of the optimum moisture content, maximum dry density, and compressive strength of the stabilised material. The samples showed stabilised strengths ranging from 1.0-5.4 MPa, with a mean of 2.62 MPa, and densities from 1.44-2.21 t/m3, with a mean of 1.86 t/m3. The results show that over 90 % of the variation in stabilised strength and density of the samples is due to variation in soil properties, with differences in stabiliser type or stabiliser quantity being relatively minor. The most important soil properties explaining stabilised strength are linear shrinkage and plasticity index. These properties have been used to categorise the soils into three groups on the basis of their suitability for stabilisation as measured against a compressive strength criterion of 2 M Pa.
    [Show full text]
  • Optimization of Soil-Lime and Cement Mixes for Compressed Earth
    OPTIMIZATION OF SOIL-LIME AND CEMENT MIXES FOR COMPRESSED EARTH STABILIZED BLOCKS FOR LOW-COST HOUSING IN EAST AFRICA (KENYA) A THESIS IN Civil Engineering Presented to the Faculty of the University of Missouri at Kansas City in partial fulfillment of the requirements of the degree MASTER OF SCIENCE By KENNETH THENYA WACHIRA B.S. Kansas State University – Manhattan, 2000 Kansas City, Missouri 2018 © 2018 KENNETH THENYA WACHIRA ALL RIGHTS RESERVED OPTIMIZATION OF SOIL-LIME AND CEMENT MIXES FOR COMPRESSED EARTH STABILIZED BLOCKS FOR LOW-COST HOUSING IN EAST AFRICA (KENYA) Kenneth Wachira, Candidate for the Master of Science Degree University of Missouri at Kansas City, 2018 ABSTRACT The population of East Africa (Kenya) has continued to increase steadily due to rural urban migration. This has created a large population influx of low-income earners which has resulted in lack of low-cost affordable housing. Low-cost housing has always been in short supply and the large urban population has only exacerbated the situation. Furthermore, these economic migrants are poor and look to the governments for assistance in housing. The lack of adaptation of new construction techniques and use of locally available low-cost building materials has made housing to be scarce. Cement is two to three times the cost of construction lime in East Africa, thus the need to maximize the use of lime. Conventional building materials (fired bricks and concrete blocks) have proved to be expensive and unsustainable; stabilized earth is the cheapest of the materials locally available. There is a huge incentive to investigate the use of sustainable and appropriate technologies that are affordable in local communities.
    [Show full text]
  • The Main Properties for the Material to Rammed Earth Construction
    View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by Repositório da Universidade Nova de Lisboa 2014: Gomes, Maria Idália; Gonçalves, Teresa; Faria, Paulina. “Unstabilised Rammed Earth: Characterization of Material Collected from Old Constructions in South Portugal and Comparison to Normative Requirements”, International Journal of Architectural Heritage, Taylor & Francis, 8(2): 185-212. DOI 10.1080/15583058.2012.683133. Unstabilised rammed earth: characterization of the material collected from old constructions in south Portugal and comparison to normative requirements M. Idália Gomes a,b,*, Teresa Diaz Gonçalves a, Paulina Faria c a National Laboratory for Civil Engineering (LNEC), Av. do Brasil 101, 1700-066 Lisbon, Portugal b Lisbon Engineering Superior Institute (ISEL), Rua Conselheiro Emídio Navarro 1, 1959-007 Lisbon, Portugal c Nova University of Lisbon (UNL), Civil Engineering Department, 2829-516 Caparica, Portugal * Corresponding author. Tel.: + 351 21 8443747; fax: + 351 21 8443023. E-mail addresses: [email protected] (M. Idália Gomes), [email protected] (Teresa Diaz Gonçalves), [email protected] (Paulina Faria). Abstract Unstabilised rammed earth is a recyclable, economical and eco-friendly building material, used in the past and still applied today. Traditionally, its use was based on a long empirical knowledge of the local materials. Because this knowledge was mostly lost or is no longer sufficient, in many countries normative documents have been produced to allow the
    [Show full text]