2019
DOI: 10.1051/matecconf/201925805002
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An Investigation on Mechanical Properties and Damping Behaviour of Hardened Mortar with Rubber Tire Crumbs (RTC)

Abstract: Masonry wall has been used for ages as a part of non-engineered building structures, due to its ease of manufacture, strength, and stiffness to support gravity loads, but brittle enough to resist earthquake shake. One solution to increase its ductility when the earthquake shake stroked, ductile materials at bed joints that binding the masonries may apply. Mortar is a composite material consisting of sands, cement, and water that is generally used for masonry construction as a binder at bed joints. On the other… Show more

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Cited by 11 publications
(5 citation statements)
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References 9 publications
(9 reference statements)
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“…The decrease in the compressive strength of the mortar is caused by the weak bond between the RTC and the cement paste. The higher the RTC content, the more voids there are between the rubber and the cement paste, so that the compressive strength of the mortar decreases [6,23,24].…”
Section: Compressive Strength Test Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…The decrease in the compressive strength of the mortar is caused by the weak bond between the RTC and the cement paste. The higher the RTC content, the more voids there are between the rubber and the cement paste, so that the compressive strength of the mortar decreases [6,23,24].…”
Section: Compressive Strength Test Resultsmentioning
confidence: 99%
“…The addition of RTC to mortar or concrete also provides many benefits, such as increasing ductility and damping, as well as making the mortar/concrete lighter. However, weaknesses were also found, where the addition of RTC to the mortar mixture resulted in a decrease in the mechanical properties of the mortar, such as compressive strength, tensile strength, and flexural strength [6][7][8]. As a result of this decrease in strength, rubber tire mortar is not recommended for use as a structural material that must withstand large axial forces [9].…”
Section: Introductionmentioning
confidence: 99%
“…Structural columns and beams will bear the loads on them, so they must have a compressive strength of at least 17 MPa [13]. Meanwhile, the structural elements of the building must also have the ability to withstand earthquake forces with adequate ductility [14][15]. To determine the ability of a synthetic beam as a column, it is necessary to examine its strength to withstand axial forces or known as compressive strength, while as a beam, it is necessary to examine its flexural strength (Fig.…”
Section: Synthetic Beammentioning
confidence: 99%
“…Among the applications, the most common statement is that rubber waste reduces the strength parameters of concretes and mortars [4][5][6][7][8][9][10][11]. Nahla Naji Hilal stated that the formation of mechanical features of composites depends on the degree of substitution and the size of waste particles.…”
Section: Introductionmentioning
confidence: 99%
“…The mortar modified in this way may still be an alternative to the mortars used in non-structural elements, for obtaining light heat-protective mortars or other building elements, such as partition walls, road barriers, sidewalks etc., for which there is a great demand in the building industry [14]. Low fire resistance disqualifies this type of mortar from the indoor applications, but can be successfully used for external plastering, because they have good thermal and acoustic properties and are impermeable [7]. The mortars containing cork waste can find similar applications in construction.…”
Section: Introductionmentioning
confidence: 99%