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Journal articles on the topic 'Cement stabilized rammed earth'

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

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1

R K, Adityaa. "STABILZED RAMMED EARTH- A REVIEW." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 06 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem35778.

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Rammed earth construction has gained prominence as a sustainable building technique due to its eco-friendly nature and aesthetic appeal. However, ensuring the long-term durability of rammed earth structures remains a critical challenge. This paper investigates the efficacy of incorporating stabilizers, including cement, bagasse ash, and glass fibers, to address these concerns and enhance the performance of rammed earth structures. Drawing upon extensive research and experimentation, the paper examines the impact of stabilizers on material composition, structural integrity, and long-term durabi

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2

D, Poorvik. "INFLUENCE OF CEMENT AND COIR FIBER ON THE MECHANICAL PROPERTIES OF RAMMED EARTH." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 06 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem35550.

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Rammed earth, a construction is widely used globally due to its ease of availability of materials and mechanical performance. Stabilization is necessary in rammed earth construction to enhance the binding of the soil particles which in turn increases the mechanical and durability properties of rammed earth. The purpose of this research is to determine the optimum percentage of chemically treated Coir fiber dust and cement for rammed earth. Fibers and cement can be easily integrated into the soil mixture, increasing the wall's strength and durability. Compressive, flexural, and tensile strength

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3

Rosicki, Łukasz, and Piotr Narloch. "Studies on the Ageing of Cement Stabilized Rammed Earth Material in Different Exposure Conditions." Materials 15, no. 3 (2022): 1090. http://dx.doi.org/10.3390/ma15031090.

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This paper aims to test the deterioration of cement stabilized rammed earth and consider its characteristics during its lifespan in various exposure conditions. Both visual and mechanical properties were tested to determine the impact of long-term exposure to natural weather conditions. Cemented stabilized rammed earth is a variation of the traditional rammed earth building material which has been used since ancient history and is strengthened by the addition of stabilizers in the form of Portland cement. This article analyzes the long-term properties of wall panels made of this material, whic

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Narloch, Piotr, Wojciech Piątkiewicz, and Barbara Pietruszka. "The Effect of Cement Addition on Water Vapour Resistance Factor of Rammed Earth." Materials 14, no. 9 (2021): 2249. http://dx.doi.org/10.3390/ma14092249.

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The article aims to determine the effect of cement addition on the water vapour resistance factor of stabilized rammed earth. Literature analysis indicates that different earthen materials show large differences in water vapour resistance factor values. The high diffusion resistance of concrete concerning other construction materials suggests that cement will be one of the factors significantly affecting these values. The paper presents water vapour resistance factor test results of rammed earth with various soil particle sizes and cement contents. The obtained results showed that an increase

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5

Yang, Xinlei, Hailiang Wang, and Ziliang Zhao. "Cyclic Behavior of Confined Cement-Stabilized Rammed Earth Walls." Shock and Vibration 2018 (September 25, 2018): 1–11. http://dx.doi.org/10.1155/2018/2983052.

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Rammed earth is widely utilized in both developed and developing countries due to its low embodied energy and good natural moisture buffering of indoor environments. However, its application in seismic active regions was limited owing to its intrinsically low resistance to dynamic actions. This paper presents the test results of four cement-stabilized rammed earth walls with confining tie-column elements under cyclic loading, aiming at assessing the cyclic behavior of proposed rammed earth walls with confining tie-column elements. The test results revealed that the proposed confining tie-colum

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6

Raj, Shubham, Sher Mohammad, Rima Das, and Shreya Saha. "Coconut fibre-reinforced cement-stabilized rammed earth blocks." World Journal of Engineering 14, no. 3 (2017): 208–16. http://dx.doi.org/10.1108/wje-10-2016-0101.

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Purpose This study aims to investigate the optimum proportion of coconut fibre and cement suitable for rammed earth wall construction. Coconut fibres and cement can be easily incorporated into the soil mixture which adds strength and durability to the wall. This paper highlights the salient observations from a systematic investigation on the effect of coconut fibre on the performance of stabilized rammed earth blocks. Design/methodology/approach Stabilization of soil was done by adding Ordinary Portland Cement (2.5, 5.0, 7.5 and 10.0 per cent by weight of soil), whereas coconut fibre in length

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7

Beckett, Christopher, and Daniela Ciancio. "Effect of compaction water content on the strength of cement-stabilized rammed earth materials." Canadian Geotechnical Journal 51, no. 5 (2014): 583–90. http://dx.doi.org/10.1139/cgj-2013-0339.

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Current guidelines suggest that stabilized rammed earth materials be compacted at their optimum water content to achieve their maximum strength. Although this is true for traditional rammed earth, there is no evidence that this procedure should also be used for cement-stabilized rammed earth. Furthermore, the water content used at compaction is usually difficult to control on a construction site, so that material might be compacted at water contents other than the optimum. In this paper, a novel experimental programme is presented in which the effect of compaction water content on the unconfin

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8

Narloch, P. L., P. Woyciechowski, E. Dmowska, and K. Halemba. "Durability Assessment Of Monolithic Rammed Earth Walls." Archives of Civil Engineering 61, no. 2 (2015): 73–88. http://dx.doi.org/10.1515/ace-2015-0015.

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AbstractOne of the main threats to constructions made from rammed earth is destruction due to exposure to water. The way to limit this dangerous phenomenon is to supplement the local soil mixtures with stabilizing agents. The main component used is Portland cement. This article analyses the results of research which focused on the resistance of rammed earth to water erosion. Because of the lack of national standards regarding the method of examining the durability of rammed earth, the research was based on the New Zealand standard NZS 4298: 1998. The results confirm the possibility of using ra

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9

Dai, Shan, Wenfeng Bai, and Jing Xiao. "Balancing Environmental Impact and Practicality: A Case Study on the Cement-Stabilized Rammed Earth Construction in Southeast Rural China." Sustainability 16, no. 20 (2024): 8731. http://dx.doi.org/10.3390/su16208731.

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Construction using earth materials demonstrates ecological sustainability using locally sourced natural materials and environmentally friendly demolition methods. In this study, the environmental impact of adding cement to soil materials for rammed earth farmhouse construction in rural China was investigated and comparatively simulated using the One Click LCA database, focusing on the conflict between sustainability objectives and the practical aspects of cement addition. By analyzing how the addition of cement aligns with local construction practices and addressing the debate surrounding the

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10

Woyciechowski, Piotr, Piotr Leon Narloch, and Damian Cichocki. "Shrinkage characteristics of cement stabilized rammed earth." MATEC Web of Conferences 117 (2017): 00178. http://dx.doi.org/10.1051/matecconf/201711700178.

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11

Jayasinghe, C., and N. Kamaladasa. "Structural Properties of Cement Stabilized Rammed Earth." Engineer: Journal of the Institution of Engineers, Sri Lanka 38, no. 3 (2005): 23. http://dx.doi.org/10.4038/engineer.v38i3.7220.

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12

Stone, Clayton, Dušan Katunský, and Miloslav Bagoňa. "Embodied Energy of Stabilized Rammed Earth." Advanced Materials Research 649 (January 2013): 151–54. http://dx.doi.org/10.4028/www.scientific.net/amr.649.151.

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The paper references a number of sources to create a compact account of the intrinsic energy, physical parameters and subsequent thermal potential of rammed earth that has been stabilized with Portland cement. The aim of this article is to show that a lower embodied energy does not necessarily reduce thermal comfort if careful consideration is given to design.

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13

P., Girish. "Study of Mechanical Properties of Rammed Earth Blocks Using Natural Coconut Fibers." Journal of Sustainable Construction and Project Management 3, no. 2 (2020): 1–7. https://doi.org/10.5281/zenodo.3982626.

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To promote eco-friendly and sustainable construction and to reduce the impact of environmental hazards of present construction scenario, rammed earth is one the viable tools available. This paper presents an experimental study on locally available stabilized rammed earth using Cement and Fly-ash as stabilizers. The Earth blocks were manufactured using steel rammers and wooden molds. A comprehensive study carried to determine the compressive strength showed that the blocks were in accordance with the specified strength standards for use in construction activities. Natural Coconut fibers were in

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14

Yang, Xinlei, and Hailiang Wang. "Strength of Hollow Compressed Stabilized Earth-Block Masonry Prisms." Advances in Civil Engineering 2019 (February 5, 2019): 1–8. http://dx.doi.org/10.1155/2019/7854721.

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Earth represents an ecological building material that is thought to reduce the carbon footprint at a point in its life cycle. However, it is very important to eliminate the undesirable properties of soil in an environmentally friendly way. Cement-stabilized rammed earth, as a building material, has gradually gained popularity due to its higher and faster strength gain, durability, and availability with a low percentage of cement. This paper covers a detailed study of hollow compressed cement-stabilized earth-block masonry prisms to establish the strength properties of hollow compressed cement-

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15

Tripura, Deb Dulal, and Konjengbam Darunkumar Singh. "Characteristic Properties of Cement-Stabilized Rammed Earth Blocks." Journal of Materials in Civil Engineering 27, no. 7 (2015): 04014214. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0001170.

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Venkatarama Reddy, B. V., V. Suresh, and K. S. Nanjunda Rao. "Characteristic Compressive Strength of Cement-Stabilized Rammed Earth." Journal of Materials in Civil Engineering 29, no. 2 (2017): 04016203. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0001692.

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17

Pavan, G. S., S. N. Ullas, and K. S. Nanjunda Rao. "Shear behavior of cement stabilized rammed earth assemblages." Journal of Building Engineering 27 (January 2020): 100966. http://dx.doi.org/10.1016/j.jobe.2019.100966.

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18

Losini, Alessia Emanuela, Anne-Cecile Grillet, Monika Woloszyn, et al. "Mechanical and Microstructural Characterization of Rammed Earth Stabilized with Five Biopolymers." Materials 15, no. 9 (2022): 3136. http://dx.doi.org/10.3390/ma15093136.

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This study aims to check the compatibility of a selection of waste and recycled biopolymers for rammed earth applications in order to replace the more common cement-based stabilization. Five formulations of stabilized rammed earth were prepared with different biopolymers: lignin sulfonate, tannin, sheep wool fibers, citrus pomace and grape-seed flour. The microstructure of the different formulations was characterized by investigating the interactions between earth and stabilizers through mercury intrusion porosimetry (MIP), nitrogen soprtion isotherm, powder X-ray diffraction (XRD) and scannin

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19

Losini, Alessia Emanuela, Anne-Cecile Grillet, Monika Woloszyn, et al. "Mechanical and Microstructural Characterization of Rammed Earth Stabilized with Five Biopolymers." Materials 15, no. 9 (2022): 3136. http://dx.doi.org/10.3390/ma15093136.

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This study aims to check the compatibility of a selection of waste and recycled biopolymers for rammed earth applications in order to replace the more common cement-based stabilization. Five formulations of stabilized rammed earth were prepared with different biopolymers: lignin sulfonate, tannin, sheep wool fibers, citrus pomace and grape-seed flour. The microstructure of the different formulations was characterized by investigating the interactions between earth and stabilizers through mercury intrusion porosimetry (MIP), nitrogen soprtion isotherm, powder X-ray diffraction (XRD) and scannin

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20

Losini, Alessia Emanuela, Anne-Cecile Grillet, Monika Woloszyn, et al. "Mechanical and Microstructural Characterization of Rammed Earth Stabilized with Five Biopolymers." Materials 15, no. 9 (2022): 3136. http://dx.doi.org/10.3390/ma15093136.

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This study aims to check the compatibility of a selection of waste and recycled biopolymers for rammed earth applications in order to replace the more common cement-based stabilization. Five formulations of stabilized rammed earth were prepared with different biopolymers: lignin sulfonate, tannin, sheep wool fibers, citrus pomace and grape-seed flour. The microstructure of the different formulations was characterized by investigating the interactions between earth and stabilizers through mercury intrusion porosimetry (MIP), nitrogen soprtion isotherm, powder X-ray diffraction (XRD) and scannin

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21

Kocak, Salih, and Aneurin Grant. "Enhancing the Mechanical Properties of Polymer-Stabilized Rammed Earth Construction." Construction Materials 3, no. 4 (2023): 377–88. http://dx.doi.org/10.3390/constrmater3040024.

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This paper investigates the viability of using a commercially available liquid polymer (LP) in lieu of ordinary cement to stabilize soil during rammed earth (RE) construction. The scope of this study includes modifying and testing the locally available natural soil with two different LPs at various percentages. Once the optimum moisture content (OMC) of the soil with LPs was determined using the Proctor test, test samples were prepared by chemical and mechanical stabilizations. Following the curing process in an unconfined open-air laboratory environment for 7 days, soil samples were tested to

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22

Faria, Obede Borges, Rosane Aparecida Gomes Battistelle, and Célia Neves. "Influence of the addition of "synthetic termite saliva" in the compressive strength and water absorption of compacted soil-cement." Ambiente Construído 16, no. 3 (2016): 127–36. http://dx.doi.org/10.1590/s1678-86212016000300096.

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Abstract The aim of this paper is to determine the effect of adding 0.1 wt% of "synthetic termite saliva" on a fine and clayey sand latosol (76.5% sand) from the region of Bauru, SP (Brazil), stabilized with 1% to 3% of cement. Compacted cylindrical specimens (with standard Proctor energy) were tested to determine their compressive strength and water absorption. The results indicate that the use of the chemical stabilizer increased by at least 35% the compressive strength and reduced by up to 13% the water absorption of the samples. This work contributes to efforts aimed at reducing the consum

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23

Burroughs, Steve. "Recommendations for the Selection, Stabilization, and Compaction of Soil for Rammed Earth Wall Construction." Journal of Green Building 5, no. 1 (2010): 101–14. http://dx.doi.org/10.3992/jgb.5.1.101.

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Rammed earth possesses environmental advantages over most other competing construction materials. However, if it is to be more routinely used in the construction of modern, sustainable buildings, its material properties and production processes must be properly quantified. This paper proposes practical recommendations for soil selection, stabilizer treatment, and on-site compaction for rammed earth, based on a recent set of 219 stabilization experiments. The purpose of the recommendations is to maximize the probability of constructing rammed earth walls that meet or exceed a compressive streng

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24

Ghanem, Hassan, Chouk El Bouz, Rawan Ramadan, Adrien Trad, Jamal Khatib, and Adel Elkordi. "Effect of Incorporating Cement and Olive Waste Ash on the Mechanical Properties of Rammed Earth Block." Infrastructures 9, no. 8 (2024): 122. http://dx.doi.org/10.3390/infrastructures9080122.

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Rammed earth blocks have recently gained substantial popularity in construction materials due to their environmental benefits, energy saving, and financial effectiveness. These benefits are even more pronounced if waste materials such as olive waste ash (OWA) are incorporated in rammed earth blocks. There is limited information on the use of OWA in rammed earth blocks. This paper investigates the use of OWA and cement in improving rammed earth block characteristics. OWA was incorporated to partially replace the soil by 10, 20, 30 and 40% of its weight and cement was added in percentages of 2,

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25

Kariyawasam, K. K. G. K. D., and C. Jayasinghe. "Cement stabilized rammed earth as a sustainable construction material." Construction and Building Materials 105 (February 2016): 519–27. http://dx.doi.org/10.1016/j.conbuildmat.2015.12.189.

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26

Jayasinghe, C., and N. Kamaladasa. "Compressive strength characteristics of cement stabilized rammed earth walls." Construction and Building Materials 21, no. 11 (2007): 1971–76. http://dx.doi.org/10.1016/j.conbuildmat.2006.05.049.

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27

Kandamby, G. W. T. C. "Long Term Existence of Cement Stabilized Rammed Earth Walls." Engineer: Journal of the Institution of Engineers, Sri Lanka 52, no. 2 (2019): 37. http://dx.doi.org/10.4038/engineer.v52i2.7352.

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28

Sreedhara, B. M., M. Rahul Raj, Geetha Kuntoji, Sujay Raghavendra Naganna, and Zaher Mundher Yaseen. "Stress-Strain Relationships and Failure Load Analysis of Cement-Stabilized Rammed Earth under Concentric and Eccentric Loading Using Finite Element Modelling." Advances in Civil Engineering 2022 (August 2, 2022): 1–9. http://dx.doi.org/10.1155/2022/2722831.

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Among many alternative building materials, soil in the form of rammed Earth is the most ancient construction material and technology. Large-scale application of the rammed Earth technology in the construction industry requires the assessment of its strength and failure behaviour. Therefore, this study focused on performing a nonlinear stability analysis of cement-stabilized rammed Earth (CSRE) specimens having a height-to-thickness (H/T) ratios—3 and 4 and loaded under varying degrees of eccentricities 0, 1/3, 1/6, and 1/12. The maximum compressive strength and the stress-strain behaviour of t

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29

Tripura, Deb Dulal, and Konjengbam Darunkumar Singh. "Axial load-capacity of rectangular cement stabilized rammed earth column." Engineering Structures 99 (September 2015): 402–12. http://dx.doi.org/10.1016/j.engstruct.2015.05.014.

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30

Narloch, Piotr, and Piotr Woyciechowski. "Assessing Cement Stabilized Rammed Earth Durability in A Humid Continental Climate." Buildings 10, no. 2 (2020): 26. http://dx.doi.org/10.3390/buildings10020026.

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The article compared the test results of a number of features determining the durability of rammed earth durability in a humid continental climate. The results of wet to dry compressive strength ratio, frost resistance, linear shrinkage, resistance to erosion under the influence of a stream of pressurized water, and resistance to erosion under the influence of cyclic wetting and drying were presented. All of the tests were done on the same soil-cement mixture. On this basis, it was determined which of the methods of durability assessment is more and which is less restrictive. A new method for

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31

Stone, Clayton, and Miloslav Bagoňa. "Thermal Responses of Stabilized Rammed Earth for Colder Climatic Regions." Advanced Materials Research 649 (January 2013): 171–74. http://dx.doi.org/10.4028/www.scientific.net/amr.649.171.

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The paper focuses on thermal properties for laboratory simulation testing to ascertain the viability of low-cement, Stabilized Rammed Earth (CSRE) as an ecological and sustainable envelope structure for colder regions. The results will be used to create a point of reference for the thermal performance of vernacular CSRE architecture, which could be integrated into building law, norms or standards by interested institutions.

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32

Sharma, Saurav, Surendra Kumar Sharma, and Devesh Jaysawal. "Rammed Earth Construction Using Cement & Coir Fibers." Journal of Research in Engineering and Applied Sciences 8, no. 2 (2023): 524–33. http://dx.doi.org/10.46565/jreas.202382524-533.

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The paper aims to investigate the geotechnical and mechanical properties of rammed earth blocks by analyzing their compressive and tensile strength, density, and durability, while taking into account the effects of coir elongation and cement content. The specific aspects that were analyzed in the study are as follows:a) Effect of coir % & elongation on OMC and MDD, b) Effect on Consistency of sample, c) Combined effect of cement and coir on compressive strength, d) Combined effect of cement and coir on tensile strength. The objective of this investigation is to determine the optimum value

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33

Anysz, Hubert, Łukasz Rosicki, and Piotr Narloch. "Compressive Strengths of Cube vs. Cored Specimens of Cement Stabilized Rammed Earth Compared with ANOVA." Applied Sciences 14, no. 13 (2024): 5746. http://dx.doi.org/10.3390/app14135746.

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Cement-stabilized rammed earth (CSRE) is a variation of the traditional rammed earth building material, which has been used since ancient times, strengthened by the addition of a stabilizer in the form of Portland cement. This article compares the compressive strength of CSRE determined from specimens cored from structural walls and those molded in the laboratory. Both types of specimens underwent a 120-day curing period. The tests were conducted on specimens with various grain sizes and cement content. An analysis of variance (ANOVA) was performed on the obtained results to determine whether

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Anysz, Hubert, and Piotr Narloch. "Designing the Composition of Cement Stabilized Rammed Earth Using Artificial Neural Networks." Materials 12, no. 9 (2019): 1396. http://dx.doi.org/10.3390/ma12091396.

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Cement stabilized rammed earth (CRSE) is a sustainable, low energy consuming construction technique which utilizes inorganic soil, usually taken directly from the construction site, with a small addition of Portland cement as a building material. This technology is gaining popularity in various regions of the world, however, there are no uniform standards for designing the composition of the CSRE mixture. The main goal of this article is to propose a complete algorithm for designing CSRE with the use of subsoil obtained from the construction site. The article’s authors propose the use of artif

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35

Strazzeri, V., A. Karrech, and M. Elchalakani. "Micromechanics modelling of cement stabilised rammed earth." Mechanics of Materials 148 (September 2020): 103540. http://dx.doi.org/10.1016/j.mechmat.2020.103540.

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36

Rathod, R. Sri Bhanupratap, and B. V. Venkatarama Reddy. "Bond Strength of Coir Fibers in Cement-Stabilized Rammed Earth Matrix." Journal of Materials in Civil Engineering 33, no. 11 (2021): 04021293. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0003916.

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Tripura, Deb Dulal, and Konjengbam Darunkumar Singh. "Behavior of cement-stabilized rammed earth circular column under axial loading." Materials and Structures 49, no. 1-2 (2014): 371–82. http://dx.doi.org/10.1617/s11527-014-0503-4.

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Pavan, G. S., S. N. Ullas, and K. S. Nanjunda Rao. "Interfacial behavior of cement stabilized rammed earth: Experimental and numerical study." Construction and Building Materials 257 (October 2020): 119327. http://dx.doi.org/10.1016/j.conbuildmat.2020.119327.

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39

Tripura, Deb Dulal, and Konjengbam Darunkumar Singh. "Cement-stabilised rammed-earth square column in compression." Proceedings of the Institution of Civil Engineers - Structures and Buildings 169, no. 4 (2016): 298–311. http://dx.doi.org/10.1680/jstbu.14.00122.

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40

Venkatarama Reddy, B. V., and P. Prasanna Kumar. "Embodied energy in cement stabilised rammed earth walls." Energy and Buildings 42, no. 3 (2010): 380–85. http://dx.doi.org/10.1016/j.enbuild.2009.10.005.

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41

Kandamby, G. W. T. C. "Investigation and Analysis of Wall Cracks in Cement Stabilized Rammed Earth Technology." Engineering, Technology & Applied Science Research 9, no. 4 (2019): 4349–54. http://dx.doi.org/10.48084/etasr.2780.

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Cement stabilized rammed earth (CSRE) is one of the developed and affordable housing technologies, adopted in many countries, which has been used in Sri Lanka since 2004 for building single and two-floor houses. Steel slip-form and timber formwork have been used for casting walls. Information collected on wall cracks under these two methods is analyzed to justify the reasons for these cracks. Data collected at the initial stage of construction and its serviceability period of 12 years is considered under this study. Most of the walls have been in satisfactory condition, but few had to be repai

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42

Venkatarama Reddy, B. V., and P. Prasanna Kumar. "Structural Behavior of Story-High Cement-Stabilized Rammed-Earth Walls under Compression." Journal of Materials in Civil Engineering 23, no. 3 (2011): 240–47. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0000155.

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43

Walker, Peter J., and Stephen Dobson. "Pullout Tests on Deformed and Plain Rebars in Cement-Stabilized Rammed Earth." Journal of Materials in Civil Engineering 13, no. 4 (2001): 291–97. http://dx.doi.org/10.1061/(asce)0899-1561(2001)13:4(291).

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44

Kandamby, G. W. T. C. "Investigation and Analysis of Wall Cracks in Cement Stabilized Rammed Earth Technology." Engineering, Technology & Applied Science Research 9, no. 4 (2019): 4349–54. https://doi.org/10.5281/zenodo.3370577.

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Cement stabilized rammed earth (CSRE) is one of the developed and affordable housing technologies, adopted in many countries, which has been used in Sri Lanka since 2004 for building single and two-floor houses. Steel slip-form and timber formwork have been used for casting walls. Information collected on wall cracks under these two methods is analyzed to justify the reasons for these cracks. Data collected at the initial stage of construction and its serviceability period of 12 years is considered under this study. Most of the walls have been in satisfactory condition, but few had to be repai

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45

Rogala, Wojciech, Hubert Anysz, and Piotr Narloch. "Designing the Composition of Cement-Stabilized Rammed Earth with the Association Analysis Application." Materials 14, no. 6 (2021): 1390. http://dx.doi.org/10.3390/ma14061390.

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The main advantage of the structural composite material known as cement-stabilized rammed earth (CSRE) is that it can be formulated as a sustainable and cost-saving solution. The use of the aggregates collected very close to a construction site allows economizing on transportation costs. Another factor that makes sustainability higher and the costs lower is a small addition of cement to the CSRE in comparison to the regular concrete. However, the low cement content makes the compressive strength of this structural material sensitive to other factors. One of them is the composition of the aggre

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46

Lepakshi, R., and B. V. Venkatarama Reddy. "Bond strength of rebars in cement stabilised rammed earth." Construction and Building Materials 255 (September 2020): 119405. http://dx.doi.org/10.1016/j.conbuildmat.2020.119405.

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Strazzeri, Vittoria, Ali Karrech, and M. Elchalakani. "Mathematical Models of Homogenization for a Rammed Earth Blend Made of Crushed Limestone and Cement in Linear Micro-poro-elasticity." MATEC Web of Conferences 303 (2019): 01003. http://dx.doi.org/10.1051/matecconf/201930301003.

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Rammed earth (RE) designates natural building materials that can contain stabilized or non-stabilized soils or crushed stone blends. RE materials are non-homogenous and their performance depends on their compositions, grain size distributions, porosity, and mode of preparation. This category of building materials has recently been subject of extensive studies, due to the increasing interest in sustainable construction, which have highlighted the potential and limits of its large uptake. Although it has been demonstrated that RE can be treated as multi-component materials [1] a full characteriz

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Narani, Shayan Sheikhi, Pouria Zare, Mohsen Abbaspour, Ahmad Fahimifar, Sumi Siddiqua, and Seyed Majdeddin Mir Mohammad Hosseini. "Evaluation of fiber-reinforced and cement-stabilized rammed-earth composite under cyclic loading." Construction and Building Materials 296 (August 2021): 123746. http://dx.doi.org/10.1016/j.conbuildmat.2021.123746.

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Narloch, Piotr Leon, Michał Lidner, Ewa Kunicka, and Maciej Bielecki. "Flexural Tensile Strength of Construction Elements Made out of Cement Stabilized Rammed Earth." Procedia Engineering 111 (2015): 589–95. http://dx.doi.org/10.1016/j.proeng.2015.07.049.

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Gupta, Rishi. "Characterizing material properties of cement-stabilized rammed earth to construct sustainable insulated walls." Case Studies in Construction Materials 1 (2014): 60–68. http://dx.doi.org/10.1016/j.cscm.2014.04.002.

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