Relevant bibliographies by topics / Lime mortars

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Lime mortars'

Author: Grafiati
Published: 4 June 2021
Last updated: 26 July 2025

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Journal articles on the topic "Lime mortars"

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Copsey, Nigel. "LIKE-FOR-LIKE AND COMPATIBLE MORTARS FOR THE REPAIR OF TRADITIONAL BUILDINGS." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLIV-M-1-2020 (July 24, 2020): 1017–24. http://dx.doi.org/10.5194/isprs-archives-xliv-m-1-2020-1017-2020.

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Abstract. The subject of this paper is traditional mortar preparation and materials, particularly earth-lime and air or feebly hydraulic hot mixed lime mortars with particular emphasis upon British practice and experience, whilst stressing their international ubiquity historically. It will demonstrate their appropriate functional performance and attest to the need to use similar mortars, similarly composed and prepared, in the repair and conservation of traditionally constructed buildings. It will question how commonly modern Natural Hydraulic Limes may be considered to be like-for-like or of
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Malathy, Ramalingam, Ragav Shanmugam, Ill-Min Chung, Seung-Hyun Kim, and Mayakrishnan Prabakaran. "Mechanical and Microstructural Properties of Composite Mortars with Lime, Silica Fume and Rice Husk Ash." Processes 10, no. 7 (2022): 1424. http://dx.doi.org/10.3390/pr10071424.

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A mixture of hydraulic lime and pozzolanic material can be used as a binder in making concrete and mortar for energy-efficient construction purposes. Generally, lime possesses lower strength and higher setting time. By introducing pozzolans in the lime mortar, their cementitious properties could be increased and could compete with the cement mortars. The use of pozzolan-lime binder in mortar reduces the utilisation of cement, and hence reduces the environmental problem originating from cement production. This study mainly deals with the mechanical and microstructural properties of lime and lim
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Pahlavan, Parsa. "Impact of Natural Fiber and Fatty Acid Organic Additives on the Permeability of Lime Mortars for Architectural Conservation." Journal of Building Material Science 7, no. 1 (2025): 20–29. https://doi.org/10.30564/jbms.v7i1.8084.

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Lime mortars have a rich history of being blended with organic additives to address weaknesses such as low setting time and hydric properties. This study specifically investigates the impact of incorporating straw and sesame oil into lime mortar mixes, focusing on their influence on open porosity, permeability, water absorption, and durability. While previous studies explored the effects of natural fibers and fatty acid additives on lime mortars separately, this study examines their simultaneous incorporation in mortars. The results demonstrated that the simultaneous addition of sesame oil and
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Strandberg-de Bruijn, Paulien, and Kristin Balksten. "Material properties of building limes for pointing mortar for renovation and restoration of neo-Gothic churches in Sweden." MATEC Web of Conferences 403 (2024): 02010. http://dx.doi.org/10.1051/matecconf/202440302010.

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During the neo-Gothic period of the 18th and 19th century, many churches in Sweden were built in brick and natural stone with a traditional lime-based mortar. Moisture- and salt related problems were common in these church buildings, already a few years after they were erected durability problems arose. Examples of these durability problems were internal salt precipitation, leaching of lime-based mortar and other moisture-related deterioration of mortar joints. When these neo-Gothic churches are repointed, this should be done with appropriate traditional lime mortars. However, since the introd
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Kilumile, Menard, Marilda Barra, Fatma Mohamed, and Diego Aponte. "Use of Recycled Aggregates in Lime Mortars for Conservation of Historical Buildings." Construction Materials 5, no. 2 (2025): 28. https://doi.org/10.3390/constrmater5020028.

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The use of recycled burnt clay brick sand (RBS) and recycled concrete sand (RCS) in historical lime-based repair mortars can reduce the environmental impact caused by construction and demolition waste disposal. This study examined the use of fine recycled concrete and recycled brick aggregates for the production of historical repair mortars using hydraulic lime binder and the influence of the resulting mortars on the performance of historical buildings in reduced scale walls (stacks). Natural-river-sand mortar (NSM) was used as control. Results showed that the recycled-burnt-brick-sand mortar
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Vyšvařil, Martin, Tomáš Žižlavský, and Patrik Bayer. "Influence of the Aggregate Type on the Properties of Dolomitic Lime-Based Mortars." Key Engineering Materials 722 (December 2016): 343–50. http://dx.doi.org/10.4028/www.scientific.net/kem.722.343.

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Considering the requirement of numerous restoration work on historical buildings with dolomitic lime-based mortars, a research of the applicability and suitability of various types of plasters for repairing the historical plasters have been developed. This work presents the applicability of limestone aggregate and limestone fines to dolomitic lime-based mortars. The role of aggregates on the properties of dolomitic lime mortars was examined by comparing pure quartz sand and limestone aggregate and its quantity in the mortar. Limestone aggregate and limestone fines accelerated the carbonation r
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Andrejkovičová, S., E. Ferraz, A. L. Velosa, A. S. Silva, and F. Rocha. "Fine sepiolite addition to air lime-metakaolin mortars." Clay Minerals 46, no. 4 (2011): 621–35. http://dx.doi.org/10.1180/claymin.2011.046.4.621.

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AbstractLime-based mortars with admixtures of metakaolin (10, 20 and 30 wt.%) and fine sepiolite (5 wt.%) were prepared with the aim of facilitating their use as repair mortars in low-humidity conditions. The mechanical properties and the dynamic modulus of elasticity were studied after 28, 90 and 180 days of curing. With an increasing amount of metakaolin in lime mortars, improved mechanical strength was observed mainly after 90 days. Addition of fine sepiolite, due to its adsorption properties for storing water for later supply to the mortar system and its microfibrous morphology, led to an
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Vyšvařil, Martin, Tomáš Žižlavský, and Patrik Bayer. "The Effect of Aggregate Type on the Properties of Lime Mortars." Applied Mechanics and Materials 861 (December 2016): 141–48. http://dx.doi.org/10.4028/www.scientific.net/amm.861.141.

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Lime mortars represent indispensable building materials that have been used for centuries in civil engineering. Considering the necessity of numerous restoration work on historical buildings, a research of the applicability and suitability of various types of plasters for repairing the historical plasters has been developed. This work presents the applicability of limestone aggregate and limestone fines to aerial lime-based mortars. The role of aggregates on the properties of lime mortars is examined in this paper by comparing pure quartz sand and limestone aggregate and its quantity in the mo
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Hunge, Pratik, Priya Somkuwar, Suyog Gabhane, Rohit Sitapure, and Dr Tushar Shende. "Experimental Investigation on Masonry Mortar by Using Waste Material." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 11 (2024): 1–6. https://doi.org/10.55041/ijsrem39245.

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This study examines the viability of blended lime-cement mortars as an alternative to blended lime-natural hydraulic lime mortars in restoration projects, given the limited availability of natural hydraulic lime in many regions compared to cement. The research emphasizes the pore structure of both types of mortars and its impact on water transport properties, early mechanical strength, and compatibility risks. The effects of binder type, binder composition, and binder-to-aggregate ratios on pore structure were analyzed. Cement was found to have a more pronounced influence on the mechanical and
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Su-Cadirci, Tugce Busra, Vahiddin Alperen Baki, Omer Dabanli, Juliana Calabria-Holley, and Richard J. Ball. "Impact of Physico-Chemical Characteristics on the Mechanical Strength and Pore Structure of Air Lime Mortars with Isparta Tuff and Banahmeta Additives." MATEC Web of Conferences 403 (2024): 02005. http://dx.doi.org/10.1051/matecconf/202440302005.

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The physical and chemical interactions between the lime and pozzolans in conservation mortars are fundamental to sustainable building practices. Here, we report experimental investigations on pure air lime mortar, air lime-isparta tuff mortar, and air lime-banahmeta mortar. Isparta Tuff is formed from volcanic rocks found in the Southwest between Isparta and Burdur city centres in Anatolia, belonging to the Gölcük volcanism. The microstructural and physiochemical interactions of these mixed designs were investigated. Importantly, this study quantifies critical performance parameters of air lim
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Dissertations / Theses on the topic "Lime mortars"

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Edwards, Diana D. "Sustainable lime mortars." Thesis, University of Bristol, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.503871.

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The overall aim of this research was to improve scientific knowledge of the reactions that occur in, and the resulting properties of, lime mortars. Various aspects of lime mortar were Initially investigated. Firstly, Raman spectroscopy was used to study the hydration of lime which provided an insight into the phases present and their rate of hydration. Secondly, lime was produced from the calcination of egg-shell. The optimum calcination conditions found to produce the strongest mortar were 900°C for 12 hours. Egg-shell lime mortar had exceptionally high strength which was attributed to the ne
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Valek, Jan. "Lime mortars in historic buildings." Thesis, University of the West of Scotland, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.311778.

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Lawrence, Robert Michael Heathcote. "A study of carbonation in non-hydraulic lime mortars." Thesis, University of Bath, 2006. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.438646.

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Lime has been used in construction for millennia, and its value, especially in the field of conservation architecture, has only recently been rediscovered. Lime mortars harden through carbonation, and this thesis is a study of that process. The research conducted has resulted in the development of two novel techniques for the measurement and detection of carbonation. The first technique is a method of thermogravimetric analysis which allows the carbonation profile to be measured within an acceptable time-frame. The second technique is the use of drilling resistance measurement to visualise the
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Guney, Bilge Alp. "Development Of Pozzolanic Lime Mortars For The Repair Of Historic Masonry." Phd thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614330/index.pdf.

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The use of lime mortars with pozzolanic additives is of special importance for the repair of historic masonry. In this study, the effect of pozzolanic materials on the final characteristics of mortars was investigated. Metakaolin, fly ash and historic brick powder were used as pozzolanic materials in mortar mixes with varying binder:pozzolan:aggregate ratios. Historic mortar samples from rubble stone masonry of Kahta Castle, a medieval structure in close vicinity of the Nemrut Dag Monument, were also investigated to serve as a starting point for the preparation of repair mortars. Physical and
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Olaniyan, Sule Adeniyi. "Sustainable lime based mortars : performance assessment of composites for building construction." Thesis, Glasgow Caledonian University, 2017. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.743903.

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Figueiredo, Cristiano. "Properties and performance of lime mortars for conservation : the role of binder chemistry and curing regime." Thesis, University of Bath, 2018. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.760987.

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The selection of mortar for conservation of historic and heritage buildings can be challenging. Achieving compatibility with the historic fabric, durability and efficient use of materials within a practical timeframe often requires the use of hydraulic lime-based mortars which set more rapidly than the more traditional air lime mortars. These are considered to be more compatible with historic fabric than cement-based mortars, although, due to the modern production techniques and their natural variability, a deeper knowledge of their chemical and physical properties is needed to minimise damage
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Lindroos, Alf. "Carbonate phases in historical lime mortars and pozzolana concrete : implications for 14C dating /." Åbo : Department of geology and mineralogy, Åbo akademi university, 2005. http://catalogue.bnf.fr/ark:/12148/cb41081971h.

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Cechova, Eva <1982&gt. "The effect of linseed oil on the properties of lime-based restoration mortars." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2009. http://amsdottorato.unibo.it/2267/1/Cechova_Eva_tesi.pdf.

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The traditional lime mortar is composed of hydrated lime, sand and water. Besides these constituents it may also contain additives aiming to modify fresh mortar´s properties and/or to improve hardened mortar´s strength and durability. Already in the first civilizations various additives were used to enhance mortar´s quality, among the organic additives, linseed oil was one of the most common. From literature we know that it was used already in Roman period to reduce water permeability of a mortar, but the mechanism and the technology, e.g. effects of different dosages, are not clearly explaine
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Cechova, Eva <1982&gt. "The effect of linseed oil on the properties of lime-based restoration mortars." Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2009. http://amsdottorato.unibo.it/2267/.

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The traditional lime mortar is composed of hydrated lime, sand and water. Besides these constituents it may also contain additives aiming to modify fresh mortar´s properties and/or to improve hardened mortar´s strength and durability. Already in the first civilizations various additives were used to enhance mortar´s quality, among the organic additives, linseed oil was one of the most common. From literature we know that it was used already in Roman period to reduce water permeability of a mortar, but the mechanism and the technology, e.g. effects of different dosages, are not clearly explaine
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DE, NARDI CRISTINA. "Self-healing behaviour of lime mortars for structural restoration of historical masonry constructions." Doctoral thesis, Università IUAV di Venezia, 2018. http://hdl.handle.net/11578/282319.

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Books on the topic "Lime mortars"

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Rai, Gurmeet S. What are lime mortars. INTACH UK Trust, 2006.

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Centre, Scottish Lime. Preparation and use of lime mortars. Historic Scotland, 2003.

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Centre, Scottish Lime, and Historic Scotland, eds. Preparation and use of lime mortars: An introduction to the principles of using lime mortars. Historic Scotland, 1995.

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Oh, Seo Jun. Comparative Laboratory Evaluation of Natural Hydraulic Lime Mortars for Conservation. [publisher not identified], 2020.

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Hartshorn, Heather. Dolomitic Lime Mortars: Carbonation Complications and Susceptibility to Acidic Sulfates. [publisher not identified], 2012.

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Baragona, Anthony John. Neo-traditional, volcanic pozzolan-lime mortars for the repair of historic structures. [publisher not identified], 2012.

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C, Grogan John, Conway John T, ASTM Committee C-7 on Lime., ASTM Committee C-12 on Mortars for Unit Masonry., and ASTM Committee C-15 on Manufactured Masonry Units., eds. Masonry, research, application, and problems: Symposium sponsored by ASTM Committees C-7 on Lime, C-12 on Mortars for Unit Masonry, and C-15 on Manufactured Masonry Units, Bal Harbour, FL, 6 Dec. 1983. ASTM, 1985.

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Johnston, Jennifer. Foolish mortals. Headline Review, 2008.

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Johnston, Jennifer. Foolish mortals. Charnwood, 2009.

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Shrestha, Dinesh. Kathmandu, where gods live with mortals. Himalayan MapHouse, 2008.

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Book chapters on the topic "Lime mortars"

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Holmes, Stafford, and Michael Wingate. "Lime mortars." In Building with Lime. Practical Action Publishing, 2002. http://dx.doi.org/10.3362/9781780441047.005.

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Pavia, S., and O. Brennan. "Portland Cement-Lime Mortars for Conservation." In Historic Mortars. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91606-4_10.

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Elsen, Jan, Koenraad Balen, and Gilles Mertens. "Hydraulicity in Historic Lime Mortars: A Review." In Historic Mortars. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4635-0_10.

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Faria, P., and V. Silva. "Natural Hydraulic Lime Mortars: Influence of the Aggregates." In Historic Mortars. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91606-4_14.

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Matias, G., P. Faria, and I. Torres. "Viability of Ceramic Residues in Lime-Based Mortars." In Historic Mortars. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91606-4_16.

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Jornet, Albert, Cristina Mosca, Giovanni Cavallo, and Guido Corredig. "Comparison Between Traditional, Lime Based, and Industrial, Dry Mortars." In Historic Mortars. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4635-0_17.

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Marinowitz, Cornelia, Claudia Neuwald-Burg, and Matthias Pfeifer. "Historic Documents in Understanding and Evaluation of Historic Lime Mortars." In Historic Mortars. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4635-0_2.

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Philokyprou, Maria. "The Earliest Use of Lime and Gypsum Mortars in Cyprus." In Historic Mortars. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4635-0_3.

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Diaz Gonçalves, T., and V. Brito. "Artisanal Lime Coatings and Their Influence on Moisture Transport During Drying." In Historic Mortars. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91606-4_18.

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Uranjek, Mojmir, Vlatko Bosiljkov, Roko Žarnić, and Violeta Bokan Bosiljkov. "Lime Based Grouts for Strengthening of Historical Masonry Buildings in Slovenia." In Historic Mortars. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4635-0_31.

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Conference papers on the topic "Lime mortars"

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Revard, Rex. "Advances in Green Cementitious Coatings and Repair Mortars." In SSPC 2018. SSPC, 2018. https://doi.org/10.5006/s2018-00057.

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The demands of cementitious coatings and repair mortars have never been greater. As manufacturers, contractors, and coatings inspectors we are tasked with providing high-performance solutions for new projects, or to breathe life back into failing concrete or steel. With new cement technologies, we can meet and exceed our customers’ environmental and financial expectations. By increased service life, minimal substrate prep cost, and no VOC’s. These new products have changed how we think about cementitious coatings and repair mortars. Real productivity benefits such as application to damp surfac
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Berndt, Marita L. "Improving the Durability of Cement Mortar Lined Pipes for Geothermal Applications." In CORROSION 2013. NACE International, 2013. https://doi.org/10.5006/c2013-02560.

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Abstract Service environments for piping used in geothermal applications are chemically and physically complex and typically aggressive. In some geothermal power plants, cement mortar linings are applied to provide corrosion protection to steel pipes used for transportation of geothermal fluids back to the reservoir. However, the linings are susceptible to deterioration and have a finite life. Research was undertaken to improve the durability of cementitious linings and thereby increase the service life of lined pipes. Samples of mortar were exposed to simulated hypersaline geothermal brine at
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Benedict, Risque L., Jerald G. Ott, David H. Marshall, and Dale White. "Cathodic Protection of Prestressed Concrete Cylinder Pipe Utilizing Zinc Anodes." In CORROSION 1996. NACE International, 1996. https://doi.org/10.5006/c1996-96322.

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Abstract Prestressed concrete cylinder pipe (PCCP) used in two pipelines for the Tarrant County Water Control and Improvement District Number One system has experienced corrosion failure within the first ten years of service. Mechanical damage to the mortar coating during installation and/or waterhammer pressures, due to weather-related power failures which raise line pressure above the elastic strain limit of the outer mortar coating, result in cracking of the coating and develop a migration path for chlorides in the soil to reach the prestress wire. A safe, reliable cathodic protection syste
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Agbakansi, Stanley C., Farzaneh Nosouhian, Scott Lehman, and Christopher L. Alexander. "Ductile Iron Wastewater Force Mains Failure Analysis and Service Life Estimation." In CORROSION 2021. AMPP, 2021. https://doi.org/10.5006/c2021-16976.

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Abstract Unexpected failures of mortar-lined ductile iron force mains have occurred at unspecified high points due to internal corrosion aggravated by microbiological activity. To avoid unexpected failures in the future, a mechanistic understanding of the microbiologically influenced corrosion and degradation and their rates leading to failure is required. In this work, a detailed failure analysis was performed to uncover the mechanisms and typical rates of internal corrosion at unknown high points in mortar-lined ductile iron pipes (MLDIP). A literature review was conducted to identify existi
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Lazzari, Luciano, Marco Ormellese, and MariaPia Pedeferri. "New Probe for CP Potential Monitoring in Soil." In CORROSION 2002. NACE International, 2002. https://doi.org/10.5006/c2002-02105.

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Abstract This paper describes a new probe for potential monitoring of cathodically protected structures. Features of the probe are: elimination of copper sulfate solution, elimination of interliquid potential contribution, elimination of ohmic drop contribution, reliable measurement in presence of stray currents, and high durability. The probe is composed of a steel coupon and a reference electrode, both embedded in an alkaline mortar, simulating a coating defect. Different types of internal reference electrodes were tested, like Mixed Metal Oxide (MMO) titanium activated and AISI 304 stainles
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Bautista, Brian E., Jason Maximino C. Ongpeng, Julius L. Leaño Jr., and Ephraim H. De Gracia. "Tensile Behavior of Coated Bamboo (J.A. &, J.H. Schultes) Textile Reinforced Mortar (TRM)." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2389.

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&lt;p&gt;Natural textile fiber (NTF) composites like Textile Reinforced Mortar (TRM) remain underutilized in engineering applications, indicating a need for further research into their mechanical properties. Displacement-controlled tensile tests were conducted on TRM coupons (420mm x 50mm x 15mm) reinforced with epoxy-coated bamboo textile fiber (BTF) using two grid spacings (15x15 mm and 20x20 mm), in accordance with ACI 549.4R-13 guidelines. The results showed that the TRM coupons exhibited a trilinear behavior with multiple crack development. The BTF TRM with a 15x15 mm grid spacing outperf
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Isa, Muhammad Nura, and Hanizam Awang. "Development of User Friendly Geopolymer Mortar Using Wood Ash Lye as Alkaline Activator." In 2024 10th International Conference on Architecture, Materials and Construction & 2024 5th International Conference on Building Science, Technology and Sustainability. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-me0x5u.

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Geopolymer concrete is an environmentally friendly substitute for traditional Portland cement-based concrete. In contrast to conventional concrete, which contributes to substantial carbon dioxide emissions through Portland cement production, geopolymer concrete utilizes aluminosilicate materials like fly ash, slag, or metakaolin as binders. This innovative approach aims to reduce the environmental impact of construction materials by offering a more sustainable alternative to conventional cement-based concrete. Unfortunately, the technology of geopolymer concrete was mainly confined to laborato
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Martínez-García, Carolina, Belén González-Fonteboa, Diego Carro-López, Fernando Martínez-Abella, and Paulina Faria. "Hygrothermal Behaviour of Air Lime Coatings with Mussel Shell Sand." In 4th International Conference on Bio-Based Building Materials. Trans Tech Publications Ltd, 2022. http://dx.doi.org/10.4028/www.scientific.net/cta.1.627.

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Air lime coating mortars with mussel shells exhibit useful hygrothermal properties related to humidity and temperature regulation. Introducing mussel shell sand produces a significant increase in pore volume, changing mortar’s microstructure and reducing density. This is attributed to the flaky and irregular shape of the shell particles that present also traces of organic matter. In this work, the natural aggregate is replaced by mussel shell sand in increasing percentages of 25%, 50% and 75%. Additionally, a mortar with 0% of sand replacement is used as baseline of reference. These mortars ar
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Paiva, Rayane de Lima Moura, Lucas Rosse Caldas, Patrícia Brandão Souza, Giulia Fea Oliveira, and Romildo Dias Toledo Filho. "Evaluation of Bio-Based Earth Engineered Mortars for Low Energy and Carbon Buildings in Tropical and Subtropical Climates." In 4th International Conference on Bio-Based Building Materials. Trans Tech Publications Ltd, 2022. http://dx.doi.org/10.4028/www.scientific.net/cta.1.203.

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Improving the thermal performance of low-income housing in developing countries, located in tropical and subtropical regions, is one of the main challenges of the building sector. The use of mortars as building cladding is a current practice in many developing countries. Bio-based (such as bamboo particles) and earth materials have shown interesting potential for improving some thermal properties of covering mortars. In addition, bio-based earth mortars can have a lower carbon footprint than conventional mortars (typically made of cement or cement with lime) used in the building sector. The ai
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Pantić, Vladan, Slobodan Šupić, Suzana Draganić, and Igor Džolev. "REACTION TO FIRE OF MASONRY MORTAR BLENDED WITH ENVIRONMENTALLY-FRIENDLY MATERIALS." In INTERNATIONAL Conference on Business, Management, and Economics Engineering Future-BME. Faculty of Technical Sciences, Novi Sad, 2025. https://doi.org/10.24867/future-bme-2024-130.

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Sustainable development in the twenty-first century necessitates the strategic use of renewable, environmentally-friendly materials as well as inventive thinking. Hence, it is unavoidable to assess their performance and engineering properties to be accepted by the civil engineering community. Traditional masonry structures have relied heavily on conventional cement-lime mortars. Owing to enormous natural resources consumption (limestone and clay) and a large amount of CO2 discharged into the environment due to the thermal treatment of raw materials, these mortars might be classified as unfrien
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Reports on the topic "Lime mortars"

1

Beal, Samuel, Matthew Bigl, Charles Ramsey, Warren Kadoya, Arthur Gelvin, and Kate Broberg. Representation of Live-Fire Energetic Residues from Insensitive Mortar Munitions Using Command-Detonation Testing. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49589.

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Command detonation is critical for testing munitions early in the acquisition process, however its representation of energetic residues produced during live fire has not been assessed. Energetic residue deposition rates were measured on snow from live fire of 60 mm and 81 mm IMX-104 mortar munitions and then compared results with previous command-detonation tests of the same munitions. Mean live-fire deposition rates of IMX-104 compounds were: 3800 mg NTO, 34 mg DNAN, 12 mg RDX, and 1.9 mg HMX per 60 mm cartridge (n = 9); and 8000 mg NTO, 60 mg DNAN, 20 mg RDX, and 2 mg HMX per 81 mm cartridge
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Beal, Samuel, Matthew Bigl, and Charles Ramsey. Live-fire validation of command-detonation residues testing using a 60 mm IMX-104 munition. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/45266.

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Command detonation (i.e., static firing) provides a method of testing munitions for their postdetonation residues early in the acquisition process. However, necessary modifications to the firing train and cartridge orientation raise uncertainty whether command detonation accurately represents residue deposition as it occurs during live-fire training. This study col-ected postdetonation residues from live-fired 60 mm IMX-104 mortar cartridges and then compared estimated energetic-compound deposition rates between live fire and prior command detonations of the same munition. Average live-fire de
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Beal, Samuel, Matthew Bigl, and Charles Ramsey. Live-fire validation of command-detonation residues testing using an 81 mm IMX-104 munition. Engineer Research and Development Center (U.S.), 2023. http://dx.doi.org/10.21079/11681/46913.

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Postdetonation energetic residues can have environmental impacts that present a risk to military training-range sustainment. As munitions with new explosive formulations are developed and fielded, quantitative methods for assessing their residues are needed. Command detonation (i.e., static firing) allows residue testing to occur early in the acquisition process; however, its representation of live-fire residue production is uncertain due to differences in the initiation mechanism and cartridge orientation. This study aims to validate residue testing by command detonation through statistical c
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4

Solórzano, Diego, and Lenin Arango-Castillo. Price Duration Using Daily Online Data: Time- or State-Dependent? Banco de México, 2024. http://dx.doi.org/10.36095/banxico/di.2024.10.

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Using daily retail prices gathered through web scraping in Mexico, we analyze if price changes can be characterized by time-dependent features, like the duration of the price spell, and/or by variables associated with the state of the economy. Through the lens of a duration model, we find evidence of both time- and state-dependency behavior. Favoring time-dependency, on the one hand, estimates indicate that price spells exhibit greater risk of ending every seven days relative to other days in between. Advocating for state-dependency, the probability of price changes seems to be affected by var
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Meunier, Valérie, and Eric Marsden. Analyse coût-bénéfices: guide méthodologique. Fondation pour une culture de sécurité industrielle, 2009. http://dx.doi.org/10.57071/492acb.

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La gestion des risques industriels soulève de nombreuses questions auxquelles on ne peut pas répondre par un simple «oui» ou «non»: (1) quels critères la société devrait-elle utiliser pour décider que les risques d'une installation industrielle ont été réduits aussi bas que raisonnablement praticable? (2) comment arbitrer entre des considérations qui relèvent de «dimensions» différentes: morts et blessés potentiels en cas d'accident industriel, impacts potentiels sur l'environnement, enjeux financiers, développement de l'emploi, déménagements forcés en cas d'expropriation d'habitations, etc. e
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