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Properties of Concrete and Mortar with LDPE Aggregate

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Properties of Concrete and Mortar with LDPE Aggregate ( properties-concrete-and-mortar-with-ldpe-aggregate )

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68 JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES 7 (2020) 57–72 brittle failure, which showed in case of control specimens. It found that these specimens with LDPE particles were more able of the splitting load resist afterward fail in the absence of full degradation. The specimens do not divided into two fragment after reaching tensile strength, which because the approximately cylindrical shaped of LDPE aggregates can work as a viaduct amide the two pieces that splitted (see figure 12). Also, it noticed that the fail happened smoothly without whichever noise within fraction. From the experimental data, the empirical model for prediction splitting tensile strength (MPa) of concrete is as follows: fspP/fsp = + 1.0007-0.0056 (VLDPE) (5) In prior relationships fsp is concrete splitting tensile strength without LDPE and fspP is concrete splitting tensile strength with LDPE. For this empirical equation R2 is equal to 0.99. Experimental data of mortar. 1.2 1 0.8 0.6 0.4 0.2 0 Experimental data Linear (Experimental data) 0 5 10 15 20 25 30 35 LDPE[%] Fig. 11- Relative splitting tensile strength and LDPE volume relationship for concrete (a) (b) (c) (d) Fig. 12- views of specimens after splitting tensile test, (a) CP0 (b) CP10,(c) CP20 and (d) CP30 3.4 Splitting tensile strength and compressive strength relation From gotten data, it could suggested the splitting tensile strengths and compressive are intimately related. In fact, this is the case, but there is no direct proportion; the two strengths ratio based on the general concrete strength level. In other hand, Relative splitting tensile strength

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