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            <front>

                <journal-meta>
                                    <journal-id></journal-id>
            <journal-title-group>
                                                                                    <journal-title>Journal of Physical Chemistry and Functional Materials</journal-title>
            </journal-title-group>
                            <issn pub-type="ppub">2651-3080</issn>
                                        <issn pub-type="epub">2651-3080</issn>
                                                                                            <publisher>
                    <publisher-name>Niyazi BULUT</publisher-name>
                </publisher>
                    </journal-meta>
                <article-meta>
                                        <article-id pub-id-type="doi">10.54565/jphcfum.1502052</article-id>
                                                                <article-categories>
                                            <subj-group  xml:lang="en">
                                                            <subject>Materials Engineering (Other)</subject>
                                                    </subj-group>
                                            <subj-group  xml:lang="tr">
                                                            <subject>Malzeme Mühendisliği (Diğer)</subject>
                                                    </subj-group>
                                    </article-categories>
                                                                                                                                                        <title-group>
                                                                                                                                                            <article-title>INVESTIGATION OF EXPANDED CLAY AGGREGATE AND PINE RESIN ADDED PLASTER WITH CEMENT IN BIOMEDICAL MATERIAL STORAGE INSULATION</article-title>
                                                                                                    </title-group>
            
                                                    <contrib-group content-type="authors">
                                                                        <contrib contrib-type="author">
                                                                    <contrib-id contrib-id-type="orcid">
                                        https://orcid.org/0000-0003-4514-5644</contrib-id>
                                                                <name>
                                    <surname>Biçer</surname>
                                    <given-names>Ayşe</given-names>
                                </name>
                                                                    <aff>Department of Bio Engineering, Malatya Turgut Ozal University, Malatya , 44210, Turkey</aff>
                                                            </contrib>
                                                                                </contrib-group>
                        
                                        <pub-date pub-type="pub" iso-8601-date="20241218">
                    <day>12</day>
                    <month>18</month>
                    <year>2024</year>
                </pub-date>
                                        <volume>7</volume>
                                        <issue>2</issue>
                                        <fpage>55</fpage>
                                        <lpage>65</lpage>
                        
                        <history>
                                    <date date-type="received" iso-8601-date="20240616">
                        <day>06</day>
                        <month>16</month>
                        <year>2024</year>
                    </date>
                                                    <date date-type="accepted" iso-8601-date="20240911">
                        <day>09</day>
                        <month>11</month>
                        <year>2024</year>
                    </date>
                            </history>
                                        <permissions>
                    <copyright-statement>Copyright © 2018, Journal of Physical Chemistry and Functional Materials</copyright-statement>
                    <copyright-year>2018</copyright-year>
                    <copyright-holder>Journal of Physical Chemistry and Functional Materials</copyright-holder>
                </permissions>
            
                                                                                                                        <abstract><p>In this study, the aim was to produce cement-plaster with expanded clay aggregate and pine resin as additives to enhance the strength for the preservation of medical and biomedical materials in storage facilities, without being affected by heat and humidity, instead of traditional aggregates. In the prepared samples for the experimental study, expanded clay aggregate with particle sizes of 0-2 mm and 2-4 mm was mixed with cement binder in weight percentages of 20%, 40%, 60%, and 80%. Additionally, resin was added to the mixtures in weight percentages of 0%, 0.5%, 1%, and 2%. A total of 32 samples were produced. In the study, resin-enhanced CEM IV/B 32.5 R type pozzolanic cement were used. As the amount of resin added to the samples increased, the thermal conductivity and compressive strength decreased. The lowest thermal conductivity was observed in samples with 2-4 mm particle size, 80% expanded clay aggregate, and 2% resin content in cement-based samples at 0.152 W/mK.The highest compressive strength was observed in cement-based samples, with 22.5 MPa for the resin-free sample containing 0-2 mm particle size and 20% expanded clay aggregate. The water absorption rate of the samples remained below the critical value of 30% in cement-based samples.</p></abstract>
                                                            
            
                                                                                        <kwd-group>
                                                    <kwd>Composite materials</kwd>
                                                    <kwd>  Expanded clay</kwd>
                                                    <kwd>  cement</kwd>
                                            </kwd-group>
                            
                                                                                                                                                    </article-meta>
    </front>
    <back>
                            <ref-list>
                                    <ref id="ref1">
                        <label>1</label>
                        <mixed-citation publication-type="journal">Subasi, S. (2009). Production of structural lightweight concrete with expanded clay aggregate. J. Fac. Arch. Gazi Univ., 24(3), 559-567.</mixed-citation>
                    </ref>
                                    <ref id="ref2">
                        <label>2</label>
                        <mixed-citation publication-type="journal">Othman, M.L.B, Alsarayreh, A.I.M., Abdullah, R.B., Sarbini, N.N.B., Yassin, M.S.B., Ahmad, H.B. (2020). Experimental study on lightweight concrete using lightweight expanded clay aggregate (LECA) and expanded perlıte aggregate (EPA). Journal of Engineering Science and Technology. 15(2), 1186 – 1201.</mixed-citation>
                    </ref>
                                    <ref id="ref3">
                        <label>3</label>
                        <mixed-citation publication-type="journal">Nahhab, A., Ketab, A.K.(2020). Influence of content and maximum size of light expanded clay aggregate on the fresh, strenght, and durability properties of self-compacting lightweight concrete reinforced with micro steel fibers. Construction and Building Materials, 233, 117922</mixed-citation>
                    </ref>
                                    <ref id="ref4">
                        <label>4</label>
                        <mixed-citation publication-type="journal">Fakhfakh, E., Hajjaji, W., Medhioub, M., Rocha, F., Lopez-Galindo, A., Settim, M. (2007). Effects of sand addition on production of lightweight aggregates from Tunisian smectitr-rich clayey rocks. Applied Clay Science, 35, 228-237.</mixed-citation>
                    </ref>
                                    <ref id="ref5">
                        <label>5</label>
                        <mixed-citation publication-type="journal">Rossignolo, J.A., Marcos, V.C., Jerusa, A. (2003). Properties of high-performance LWAC for precast structures with Brazilian lightweight aggregates. Cement and Concrete Composites. 25, 77-82.</mixed-citation>
                    </ref>
                                    <ref id="ref6">
                        <label>6</label>
                        <mixed-citation publication-type="journal">Biçer, A. (2021). Effect of fly ash and pine tree resin on thermo-mechanical properties of concretes with expanded clay aggregates, Case Studies in Construction Materials, 15 (2021) e00624</mixed-citation>
                    </ref>
                                    <ref id="ref7">
                        <label>7</label>
                        <mixed-citation publication-type="journal">Bouvard, D., Chaix, J.M., Dendievel, R., Fazekas, A., Létang, J.M., Peix, G., Quenard, D. (2007). Characterization and simulation of microstructure and properties of EC lightweight concrete, Cement and Concrete Research, 37, 1666 -1673.</mixed-citation>
                    </ref>
                                    <ref id="ref8">
                        <label>8</label>
                        <mixed-citation publication-type="journal">Chen, B., Liu, J. (2004). Properties of lightweight Expanded clay concrete reinforced with steel fiber, Cement and Concrete Research, 34, 1259 — 1263.</mixed-citation>
                    </ref>
                                    <ref id="ref9">
                        <label>9</label>
                        <mixed-citation publication-type="journal">Miled, K., Sab, K., Roy, R.L. (2007).  Particle size effect on EC lightweight concrete compressive strength:  Experimental investigation and modeling, Mechanics of Materials, 39, 222-240.</mixed-citation>
                    </ref>
                                    <ref id="ref10">
                        <label>10</label>
                        <mixed-citation publication-type="journal">Xue, F., Takeda, D., Kimura, T., Minabe, M. (2004). Eﬀect of organic peroxides on the thermal decomposition of Expanded clay with the addition of c-methyl styrene, Polymer Degradation and Stability, 83, 461-466.</mixed-citation>
                    </ref>
                                    <ref id="ref11">
                        <label>11</label>
                        <mixed-citation publication-type="journal">Gnip, I., Vejelis, S., Vaitkus, S. (2012). Thermal conductivity of Expanded clay (EC) at 10 oC and its conversion to temperatures within interval from 0 to 50 oC, Energy and Buildings, 52, 107-111.</mixed-citation>
                    </ref>
                                    <ref id="ref12">
                        <label>12</label>
                        <mixed-citation publication-type="journal">Bajdur, W., Pajaczkoeska, J., Makarucha, B., Sulkowski, A., Sulkowski, WW. (2002). Effective polyelectrolytes synthesized from expanded clay waste, European Polymer Journal, 38, 299-304.</mixed-citation>
                    </ref>
                                    <ref id="ref13">
                        <label>13</label>
                        <mixed-citation publication-type="journal">Choi, N.W., Ohama, Y. (2004). Development and testing of polystyrene mortars using waste EC solution-based binders, Construction and Building Materials, 18, 235-241.</mixed-citation>
                    </ref>
                                    <ref id="ref14">
                        <label>14</label>
                        <mixed-citation publication-type="journal">Denko, S. (1990).  Shotherm Operation Manual No 125-2. K.K. Instrument products department, 13-9, Shiba Daimon, Tokyo, 105, Japan.</mixed-citation>
                    </ref>
                                    <ref id="ref15">
                        <label>15</label>
                        <mixed-citation publication-type="journal">TS 699. (2009). The test and experiment methods of natural building stones, TSE, Ankara.</mixed-citation>
                    </ref>
                                    <ref id="ref16">
                        <label>16</label>
                        <mixed-citation publication-type="journal">ASTM C 109-80. (1983). Standards ASTM Designation. Standard test method for compressive strength of hydraulic cement mortars.</mixed-citation>
                    </ref>
                                    <ref id="ref17">
                        <label>17</label>
                        <mixed-citation publication-type="journal">Bicer, A., Celik, N. (2020). Influence of pine tree resin on thermo-mechanical properties of pumice-cement composites, Cement and Concrete Composites, 112, September, 103668.</mixed-citation>
                    </ref>
                                    <ref id="ref18">
                        <label>18</label>
                        <mixed-citation publication-type="journal">BS 812-109 (1990). Standards. Testing aggregates-part 109: methods for determination of moisture content. British Standards Institution.</mixed-citation>
                    </ref>
                                    <ref id="ref19">
                        <label>19</label>
                        <mixed-citation publication-type="journal">Kaya, A., Kar, F. (2016). Properties of concrete containing waste expanded polystyrene and natural resin, Construction and Building Materials, 105, 572-578.</mixed-citation>
                    </ref>
                                    <ref id="ref20">
                        <label>20</label>
                        <mixed-citation publication-type="journal">Bicer, A., Kar, F. (2017). The effects of apricot resin addition to the light weight concrete with expanded polystyrene, Journal of Adhesion Science and technology, 31(21), 2335-2348.</mixed-citation>
                    </ref>
                                    <ref id="ref21">
                        <label>21</label>
                        <mixed-citation publication-type="journal">Bicer, A. (2019). Influence of tragacanth resin on the thermal and mechanical properties of fly ash-cement composites”, Journal of Adhesion Science and Technology, 33(10), 1019-1032.</mixed-citation>
                    </ref>
                                    <ref id="ref22">
                        <label>22</label>
                        <mixed-citation publication-type="journal">Bicer, A., Celik, N., Ozgen, F., Kistak, C., Taskiran, A. (2024). Thermomechanical properties of a concrete composed of cherry tree resin and expanded clay (exclay) aggregate, Applied Sciences, 14(1), 336.</mixed-citation>
                    </ref>
                            </ref-list>
                    </back>
    </article>
