scholarly journals Physical and Mechanical Properties of Granulated Rubber Mixed with Granular Soils—A Literature Review

2021 ◽  
Vol 13 (8) ◽  
pp. 4309
Author(s):  
Ali Tasalloti ◽  
Gabriele Chiaro ◽  
Arjun Murali ◽  
Laura Banasiak
Keyword(s):  
Review Paper ◽  
Low Cost ◽  
Construction Materials ◽  
Physical And Mechanical Properties ◽  
Engineering Properties ◽  
Sustainable Construction ◽  
Granular Soils ◽  
Compression Properties ◽  
Potential Applicability ◽  
Recycled Rubber

End-of-life tires (ELTs) represent a great source of readily available, low-cost and sustainable construction materials having excellent engineering properties. Their reuse (in the form of granulated rubber mixed with soils) in large-volume recycling civil (geotechnical) engineering applications would be beneficial and should be encouraged. It is estimated that at present worldwide only less than 10% of ELTs are reused in geotechnical applications, while nearly 40% are recycled as tire-derived fuel. Although many studies have focused on the material characterization of soil-rubber mixtures (SRMs), it appears that the results of such investigations have not been properly compiled and compared, making it difficult to fully understand the potential applicability of SRMs. In an attempt to provide useful insights facilitating the use of SRMs as geotechnical construction materials, this review paper presents a comprehensive review of published research on the engineering properties of granular soils (i.e., mainly sand and gravel) blended with various recycled rubber inclusions. Available experimental data are scrutinized, and the results of the analyses are presented and discussed primarily in terms of effects of rubber content and aspect ratio (ratio of rubber to gravel median particle sizes) on compaction, permeability, strength and compression properties along with dynamic and cyclic deformation characteristics of SRMs. This review paper may help to alleviate the concerns of designers and consumers and encourage and further promote the use of recycled rubber tires on a larger scale in civil engineering projects.

Strength Properties and Microscopic Observations of Concrete with Plastic Wastes as Partial Aggregate Substitute

2018 ◽  
Author(s):  
Andres Winston C. Oreta ◽  
Maejann E. Cuartero ◽  
Nikko Paolo P. Villanueva
Keyword(s):  
Low Cost ◽  
Construction Materials ◽  
Strength Properties ◽  
The Philippines ◽  
Sustainable Construction ◽  
Strength Performance ◽  
Plastic Bags ◽  
Plastic Wastes ◽  
Metro Manila ◽  
Performance Results

<p>Sustainable construction can be promoted by producing construction materials with recycled waste. This study aims to address the issue of recycling plastic wastes and providing a means of livelihood in a relocation site of typhoon victims and urban settlers in Metro Manila by exploring the production of quality concrete hollow blocks (CHB) mixed with waste plastic wastes. In the study, the strength properties of concrete with various types of plastic wastes (PW) such as plastic bags (PB) and noodle wrappers (NW) as substitute to fine aggregates were investigated. Different percent substitutions, specifically 2.5%, 5%, 7.5% and 10%, were considered for each mix. The behaviour and strength properties of the concrete with and without PW were analysed and compared Moreover, the microscopic structures of the various types of mixes were observed using a Scanning Electron Microscopy (SEM) and related to the failure mode and strength performance. Results show that concrete with PB outperformed the other concrete mixes with plastics due to the plastic bag’s high stretchable property, compared to the noodle wrappers. In addition, plastics, in general, provide additional ductility to the concrete enabling them to tolerate more deformation at lower loads. The final product of the study is a mix design for producing non-load bearing concrete hollow blocks (CHB) that can be used for low-cost housing in the Philippines.</p>

scholarly journals Effectiveness of Calcium Carbonate Whisker in Cementitious Composites

2020 ◽  
Author(s):  
Mingli Cao ◽  
Mehran Khan ◽  
Shakeel Ahmed
Keyword(s):  
Calcium Carbonate ◽  
Large Scale ◽  
Low Cost ◽  
Complex Structure ◽  
Construction Materials ◽  
Physical And Mechanical Properties ◽  
Cementitious Composites ◽  
Toughening Mechanism ◽  
Micro Scale ◽  
Calcium Carbonate Whisker

Cementitious composites are porous material having complex structure system consist of hydration products, un-hydrated cement particles and pore solutions of various scales. Calcium carbonate whisker is a new type of low cost micro-scale filler fiber gaining popularity in the field of construction materials. However, addition of whisker has effect on physical, mechanical and microstructural characteristics of cementitious composites. Also, the low production cost of whisker will make the use of micro fiber more extensive in large scale construction projects. In this study, the effect of calcium carbonate whisker on physical, mechanical and microstructural properties of cementitious composites with different fiber contents are investigated. The fluidity, drying shrinkage, pore structure, impact resistance, compressive, flexural and splitting-tensile strength of whisker-mortar are considered. The scanning electron microscopy analysis is also performed to examine the microstructural and toughening mechanism of whisker reinforced composites. It was concluded that the addition of calcium carbonate whisker up to 10 % improves the physical and mechanical properties of cementitious composites and is suggested to be the optimize content. The calcium carbonate whisker also resists the crack propagation at micro scale and showed the toughening mechanism with better interfacial properties between whisker and matrix.

scholarly journals Structural Characteristics of Developed Sustainable Lime-Straw Composite

2019 ◽  
Vol 5 (12) ◽  
pp. 2587-2597
Author(s):  
Sajid Kamil Zemam ◽  
Sa'ad Fahad Resan ◽  
Musab Sabah Abed
Keyword(s):  
Structural Characteristics ◽  
Low Cost ◽  
Construction Material ◽  
Construction Materials ◽  
Strength Properties ◽  
Sustainable Construction ◽  
Unit Weight ◽  
Experimental Program ◽  
Hemp Fiber ◽  
Environmental Friendliness

Construction materials made of renewable resources have promising potential given their low cost, availability, and environmental friendliness. Although hemp fibers are the most extensively used fiber in the eco-friendly building sector, their unavailability hinders their application in Iraq. This study aimed to overcome the absence of hemp fiber in Iraq and develop a new sustainable construction material, strawcrete, by using wheat straw and traditional lime as the base binder. A comparable method of developing hempcrete was established. The experimental program adopted novel Mixing Sequence Techniques (MSTs), which depended on changing the sequence of mixed material with fixed proportions. The orientation of the applied load and the specimen’s aspect ratio were also studied. The mixing proportion was 4:1:1 (fiber/binder/water) by volume. Results showed that the developed strawcrete had a dry unit weight ranging from 645 kg/m3 to 734 kg/m3 and a compressive strength ranging from 1.8 MPa to 3.8 MPa. The enhanced physical and strength properties varied with the MST and loading orientation. The properties of the developed hempcrete were compared with those of strawcrete.

scholarly journals Influence of Lime and Volcanic Ash on the Properties of Dune Sand as Sustainable Construction Materials

Materials ◽  
2021 ◽  
Vol 14 (3) ◽  
pp. 645
Author(s):  
Faisal I. Shalabi ◽  
Javed Mazher ◽  
Kaffayatullah Khan ◽  
Muhammad Nasir Amin ◽  
Alaa Albaqshi ◽  
...  
Keyword(s):  
Laser Scanning ◽  
Volcanic Ash ◽  
Construction Materials ◽  
Chemical Characteristic ◽  
Laser Scanning Microscopy ◽  
Engineering Properties ◽  
Sustainable Construction ◽  
Dune Sand ◽  
Engineering Construction ◽  
Base Course

This study focused on evaluating dune sand stabilized with lime and volcanic ash as base course materials in engineering construction. Dune sands are found in Saudi Arabia in huge quantities. Due to the high demand for construction materials, this makes them highly suitable for construction. A testing program was designed to investigate the effect of adding different percentages by weight of lime (L: 0, 2, 4, and 6%) and volcanic ash (VA: 0, 1, 3, and 5%) on the engineering properties of the stabilized mixture. Unconfined compressive strength (UCS) and California bearing ratio (CBR) tests were conducted. In addition, Raman spectroscopy and laser-scanning microscopy (LSM) tests were performed to explore the chemical characteristic, packing, and structure of the mixture. The results showed that the UCS, CBR, and the Young’s modulus (Es) of the treated dune sand increased with the increase in percentage of both stabilizers. Furthermore, LSM images of mortar blended with intermediate L-to-VA blend ratio ≈0.55 (L: 6% and VA: 5%) exhibit compact packing of sand grains, indicating strong adhesion and higher cementing value. The results of the study are promising and encourage using the treated dune sand in engineering construction even with a low percentage use of lime (2%) and volcanic ash (1–3%) as stabilizers.

scholarly journals Behaviour of Low cost Tiles and Bricks Manufactured using Agricultural Wastes

2019 ◽  
Vol 9 (2S2) ◽  
pp. 93-96
Keyword(s):  
Low Cost ◽  
Construction Materials ◽  
Treatment Plant ◽  
Physical And Mechanical Properties ◽  
Agricultural Wastes ◽  
Partial Replacement ◽  
Fine Aggregate ◽  
Banana Fiber ◽  
Waste Sludge ◽  
Pre Treatment

In this study, an attempt has been taken to utilize the wastes produced from agriculture as a partial replacement to scarce material like fine aggregate in the manufacturing of useful construction materials. Also, Waste Sludge (WS) generated through treatment plant from Kalasalingam Academy of Research and Education was used suitably as one of the ingredients in the manufacturing of construction materials. Various other wastes generated through agriculture such as Banana Fiber (BF), Rice Husk Ash (RHA), and Sugarcane Bagasse Ash (SBA) was also utilized suitably after pre-treatment in the manufacture of tiles and bricks. Five different mixes under various levels of replacement of waste sludge and agricultural wastes were prepared to study its behavioral performance. Various tests conducted to study the performance behavior include Compressive Strength, Water Absorption and Physical Parametric tests on both brick and tile specimens. Results indicate that all physical and mechanical properties of bricks and tiles fall within BIS standards by the combination with a higher percentage of Red Soil,Sugarcane fiber and Waste Sludge.

Enhancing the Engineering Properties of Indian Black Cotton Soil with Municipal Solid Waste Incineration Ash – A Review

2021 ◽  
Vol 23 (3) ◽  
Author(s):  
Karanbir Singh Randhawa ◽  
◽  
Rajiv Chauhan ◽  
Keyword(s):  
Municipal Solid Waste ◽  
Solid Waste ◽  
Expansive Soils ◽  
Construction Materials ◽  
Waste Incineration ◽  
Green Technology ◽  
Engineering Properties ◽  
Sustainable Construction ◽  
Black Cotton Soil ◽  
Greenhouse Emissions

The present study is the review of work carried out by various researchers on the improvement of engineering properties of expansive soils namely Indian Black Cotton Soil (BCS), after the addition of MSWI ash to the soil in varying proportions. The findings of study indicate that the optimum content of MSWI ash to be added to expansive soils for improvement in strength characteristics varies between 10% and 30% with best results at 25% of MSWI ash proportion. This content of MSWI ash increases the UCS of expansive black cotton soil from 28.8 kPa to 53.4 kPa and an increase in CBR value from 3.38% to 9.38%. The review suggests the use of MSWI ash in India keeping in view the enormous increase in volumes of municipal solid waste (MSW) due to fast urbanization in the country. The extensive use of such green technology will go a long way in reducing requirement of civil construction materials thereby lowering greenhouse emissions. Simultaneously, cost effectiveness in improvement of weak soils to be used in Highway subgrade civil engineering applications using MSWI ash will result is sustainable construction practices.

scholarly journals Engineering Properties of Concrete Made with Coal Bottom Ash as Sustainable Construction Materials

2022 ◽  
Vol 8 (1) ◽  
pp. 181-194
Author(s):  
Fanny Monika ◽  
Hakas Prayuda ◽  
Martyana Dwi Cahyati ◽  
Erwiena Nurmala Augustin ◽  
Hilal Aulia Rahman ◽  
...  
Keyword(s):  
Carbon Dioxide ◽  
Carbon Dioxide Emissions ◽  
Bottom Ash ◽  
Construction Materials ◽  
Engineering Properties ◽  
Sustainable Construction ◽  
Full Potential ◽  
Fine Aggregate ◽  
Concrete Production ◽  
Hardened Properties

Concrete is considered one of the construction materials that contribute the most significant carbon dioxide in the world. Meanwhile, according to various studies, concrete production will continue to rise through 2050, especially in developing countries. According to several reports, cement manufacture is one of the largest sources of carbon dioxide in the concrete sector. In addition, overexploitation of aggregates due to concrete production also causes unavoidable natural damage. Bottom ash waste was used as a replacement for cement and fine aggregate as sustainable construction materials. It is envisaged that this research would allow industrial waste to be utilized to its full potential, resulting in a concrete that is more environmentally friendly and minimizes carbon dioxide emissions during the manufacturing process. This study is divided into bottom ash as a cement substitute and bottom ash as a fine aggregate substitute. The engineering properties of the concrete were checked during the experiments in this study when it was fresh and hardened states. The slump test is used to determine the workability of fresh concrete. While for the hardened properties tests consist of compressive strength, splitting tensile strength, flexural strength, and mass density. The usage of bottom ash as a cement replacement demonstrates that as the composition of bottom ash increases, the performance of the hardened properties of concrete decreases. While using bottom ash as a fine aggregate replacement reveals that the performance of hardened properties has improved as the proportion of bottom ash utilized has increased. Doi: 10.28991/CEJ-2022-08-01-014 Full Text: PDF

scholarly journals Binders alternative to Portland cement and waste management for sustainable construction – Part 2

2018 ◽  
Vol 16 (4) ◽  
pp. 207-221 ◽  
Author(s):  
Luigi Coppola ◽  
Tiziano Bellezze ◽  
Alberto Belli ◽  
Maria C Bignozzi ◽  
Fabio Bolzoni ◽  
...  
Keyword(s):  
Waste Management ◽  
Portland Cement ◽  
Cultural Heritage ◽  
Natural Resources ◽  
Chemical Nature ◽  
State Of The Art ◽  
Construction Materials ◽  
Engineering Properties ◽  
Sustainable Construction ◽  
Free Lime

The paper represents the “state of the art” on sustainability in construction materials. In Part 1 of the paper, issues related to production, microstructures, chemical nature, engineering properties, and durability of mixtures based on binders alternative to Portland cement were presented. This second part of the paper concerns the use of traditional and innovative Portland-free lime-based mortars in the conservation of cultural heritage, and the recycling and management of wastes to reduce consumption of natural resources in the production of construction materials. The latter is one of the main concerns in terms of sustainability since nowadays more than 75% of wastes are disposed of in landfills.

Bamboo Waste-based Bio-composite Substance: An application for Low-cost Construction Materials

2020 ◽  
Vol 4 (1) ◽  
pp. 41-48
Author(s):  
Teodoro Astorga Amatosa ◽  
Michael E. Loretero
Keyword(s):  
Composite Materials ◽  
Sea Water ◽  
Raw Materials ◽  
Low Cost ◽  
Construction Materials ◽  
Single Layer ◽  
High Strength ◽  
Green Technology ◽  
Experimental Medium ◽  
Natural Treatment

Bamboo is a lightweight and high-strength raw materials that encouraged researchers to investigate and explore, especially in the field of biocomposite and declared as one of the green-technology on the environment as fully accountable as eco-products. This research was to assess the technical feasibility of making single-layer experimental Medium-Density Particleboard panels from the bamboo waste of a three-year-old (Dendrocalamus asper). Waste materials were performed to produce composite materials using epoxy resin (C21H25C105) from a natural treatment by soaking with an average of pH 7.6 level of sea-water. Three different types of MDP produced, i.e., bamboo waste strip MDP (SMDP), bamboo waste chips MDP (CMDP) and bamboo waste mixed strip-chips MDP (MMDP) by following the same process. The experimental panels tested for their physical-mechanical properties according to the procedures defined by ASTM D1037-12. Conclusively, even the present study shows properties of MDP with higher and comparable to other composite materials; further research must be given better attention as potential substitute to be used as hardwood materials, especially in the production, design, and construction usage.

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