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 <front>
  <journal-meta>
   <journal-id journal-id-type="publisher-id">Smart composite in construction</journal-id>
   <journal-title-group>
    <journal-title xml:lang="en">Smart composite in construction</journal-title>
    <trans-title-group xml:lang="ru">
     <trans-title>Умные композиты в строительстве</trans-title>
    </trans-title-group>
   </journal-title-group>
   <issn publication-format="online">2782-1919</issn>
  </journal-meta>
  <article-meta>
   <article-id pub-id-type="publisher-id">82613</article-id>
   <article-id pub-id-type="doi">10.52957/27821919_2022_4_48</article-id>
   <article-categories>
    <subj-group subj-group-type="toc-heading" xml:lang="ru">
     <subject>Экологическая безопасность строительства и городского хозяйства</subject>
    </subj-group>
    <subj-group subj-group-type="toc-heading" xml:lang="en">
     <subject>Environmental safety of construction and urban management</subject>
    </subj-group>
    <subj-group>
     <subject>Экологическая безопасность строительства и городского хозяйства</subject>
    </subj-group>
   </article-categories>
   <title-group>
    <article-title xml:lang="en">Assessment of the Grain Composition Heterogeneity of the Ash Dump Pond of Omsk TPP-4</article-title>
    <trans-title-group xml:lang="ru">
     <trans-title>Оценка неоднородности зернового состава золошлаковой смеси на золоотвале Омской ТЭЦ-4</trans-title>
    </trans-title-group>
   </title-group>
   <contrib-group content-type="authors">
    <contrib contrib-type="author">
     <name-alternatives>
      <name xml:lang="ru">
       <surname>Лунёв</surname>
       <given-names>Александр Александрович</given-names>
      </name>
      <name xml:lang="en">
       <surname>Lunev</surname>
       <given-names>Aleksandr Aleksandrovich</given-names>
      </name>
     </name-alternatives>
     <xref ref-type="aff" rid="aff-1"/>
    </contrib>
   </contrib-group>
   <aff-alternatives id="aff-1">
    <aff>
     <institution xml:lang="ru">Сибирский государственный автомобильно-дорожный университет</institution>
     <country>Россия</country>
    </aff>
    <aff>
     <institution xml:lang="en">Сибирский государственный автомобильно-дорожный университет</institution>
     <country>Russian Federation</country>
    </aff>
   </aff-alternatives>
   <pub-date publication-format="print" date-type="pub" iso-8601-date="2022-12-23T00:00:00+03:00">
    <day>23</day>
    <month>12</month>
    <year>2022</year>
   </pub-date>
   <pub-date publication-format="electronic" date-type="pub" iso-8601-date="2022-12-23T00:00:00+03:00">
    <day>23</day>
    <month>12</month>
    <year>2022</year>
   </pub-date>
   <volume>3</volume>
   <issue>4</issue>
   <fpage>48</fpage>
   <lpage>61</lpage>
   <history>
    <date date-type="received" iso-8601-date="2022-10-12T00:00:00+03:00">
     <day>12</day>
     <month>10</month>
     <year>2022</year>
    </date>
    <date date-type="accepted" iso-8601-date="2022-11-17T00:00:00+03:00">
     <day>17</day>
     <month>11</month>
     <year>2022</year>
    </date>
   </history>
   <self-uri xlink:href="https://chemintech.ru/en/nauka/article/82613/view">https://chemintech.ru/en/nauka/article/82613/view</self-uri>
   <abstract xml:lang="ru">
    <p>Во многих регионах Российской Федерации существует дефицит природных&#13;
грунтов требуемого качества. Обостряется и другая проблема, характерная для&#13;
мегаполисов: сотни гектаров в пригородных зонах заняты отвалами отходов&#13;
промышленности, большую часть из которых составляют золошлаковые смеси&#13;
угольных теплоэлектростанций. &#13;
Фракционирование золошлаковой смеси при намыве в отвалах приводит к&#13;
неоднородности зернового состава, учет которой необходим при разработке&#13;
техногенного грунта. Для изучения неоднородности в секции № 2 золоотвала&#13;
ТЭЦ-4 г. города Омска проведено бурение 14 вертикальных скважин с отбором&#13;
проб нарушенной структуры с глубин 0.5, 4.5, 8.5 м и 12.5 м. Пробы&#13;
золошлаковых материалов исследованы в лабораторных условиях для оценки их&#13;
состава ситовым и ареометрическим методами. Установлено, что изменение&#13;
крупности частиц этого техногенного грунта в значительной мере обычно носит&#13;
случайный характер. Выявлена статистически значимая закономерность,&#13;
позволяющая прогнозировать гранулометрический состав золошлаковых смесей в&#13;
золоотвале.</p>
   </abstract>
   <trans-abstract xml:lang="en">
    <p>Nowadays, there is a shortage of natural soils of the required quality in many regions of the Russian Federation. Another issue is typical one for the megacities: hundreds of hectares in suburban areas covered by industrial waste dumps, most of which are ash and slag mixtures of coal thermal power plants. The fractionation of the ash and slag mixture during washing in dumps leads to heterogeneity of the grain composition, accounting for which is necessary during the development of man-made soil. To study the heterogeneity in the Section No. 2 of the ash dump TPP-4 in Omsk, we drilled 14 vertical wells and took the samples with disturbed structure from depths of 0.5, 4.5, 8.5 m and 12.5 m. Then, we made the laboratory study of ash and slag materials samples to assess their composition by sieve and areometric methods. According to the study, we define random changing of the man-made soil particle size. Also, the study allows us to identify a statistically significant pattern that can predict the distribution of ash grain size and slag mixtures in the ash dump.</p>
   </trans-abstract>
   <kwd-group xml:lang="ru">
    <kwd>тепловые электростанции</kwd>
    <kwd>золошлаковые отходы и смеси</kwd>
    <kwd>техногенные грунты</kwd>
    <kwd>зерновой состав</kwd>
   </kwd-group>
   <kwd-group xml:lang="en">
    <kwd>thermal power plants</kwd>
    <kwd>ash and slag waste and mixtures</kwd>
    <kwd>man-made soils</kwd>
    <kwd>grain composition</kwd>
   </kwd-group>
   <funding-group>
    <funding-statement xml:lang="ru">Исследования выполнены совместно с акционерным обществом «Территориальная генерирующая компания № 11» (АО «ТГК-11») в рамках изучения свойств накопленных объемов золошлаковых материалов в отвалах СП «ТЭЦ-4» и СП «ТЭЦ-5» г. Омска.</funding-statement>
   </funding-group>
  </article-meta>
 </front>
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  <p></p>
 </body>
 <back>
  <ref-list>
   <ref id="B1">
    <label>1.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Анализ показателей балансов электрической энергии и мощности ЕЭС России за IV квартал 2018 года. URL: http://www.so-ups.ru/fileadmin/files/company/reports/ups-review/2018/ups_balance_analysis_2018q4_1.pdf (accessed: 12.07.2020).</mixed-citation>
     <mixed-citation xml:lang="en">Analysis of indicators of electric energy and power balances of the UES of Russia for the IV quarter of 2018. [online]. Available at: http://www.so-ups.ru/fileadmin/files/company/reports/ups-review/2018/ups_balance_analysis_2018q4_1.pdf (accessed: 12.07.2020) (in Russian).</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B2">
    <label>2.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Bartov G. et al. Environmental impacts of the Tennessee Valley Authority Kingston coal ash Spill. 1. Source apportionment using mercury stable isotopes // Environ. Sci. Technol. 2013. Vol. 47, № 4. P. 2092–2099. DOI: https://doi.org/10.1021/es303111p.</mixed-citation>
     <mixed-citation xml:lang="en">Bartov, G. et al. (2013) Environmental impacts of the Tennessee Valley Authority Kingston coal ashSpill. 1. Source apportionment using mercury stable isotopes, Environ. Sci. Technol., 47(4), pp. 2092–2099. DOI: https://doi.org/10.1021/es303111p.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B3">
    <label>3.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Deonarine A. et al. Environmental impacts of the Tennessee Valley Authority Kingston coal ash spill. 2.Effect of coal ash on methylmercury in historically contaminated river sediments // Environ. Sci. Technol. 2013. Vol. 47, № 4. P. 2100–2108. DOI: https://doi.org/10.1021/es303639d.</mixed-citation>
     <mixed-citation xml:lang="en">Deonarine, A. et al. (2013) Environmental impacts of the Tennessee Valley Authority Kingston coal ash spill. 2. Effect of coal ash on methylmercury in historically contaminated river sediments, Environ. Sci. Technol., 47(4), pp. 2100–2108. DOI: https://doi.org/10.1021/es303639d.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B4">
    <label>4.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Demir I., Hughes R.E., DeMaris P.J. Formation and use of coal combustion residues from three types of power plants burning Illinois coals // Fuel. 2001. Vol. 80, № 11. P. 1659–1673. DOI: https://doi.org/10.1016/S0016-2361(01)00028-X.</mixed-citation>
     <mixed-citation xml:lang="en">Demir, I., Hughes, R.E. &amp; DeMaris, P.J. (2001) Formation and use of coal combustion residues from three types of power plants burning Illinois coals, Fuel, 80(11), pp. 1659–1673. DOI: https://doi.org/10.1016/S0016-2361(01)00028-X.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B5">
    <label>5.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Martin J.P. et al. Properties and Use of Fly Ashes for Embankments // J. Energy Eng. American Society of Civil Engineers. 1990. Vol. 116, № 2. P. 71–86.</mixed-citation>
     <mixed-citation xml:lang="en">Martin, J.P. et al. (1990) Properties and Use of Fly Ashes for Embankments, J. Energy Eng. American Society of Civil Engineers, 116(2), pp. 71–86.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B6">
    <label>6.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Иванов Е.В. Обоснование применения золошлаковых смесей для строительства земляного полотна с учетом особенностей водно-теплового режима. Омск: Сибирская государственная автомобильно-дорожная академия, 2014. 165 с.</mixed-citation>
     <mixed-citation xml:lang="en">Ivanov, E.V. (2014) The rationale for the use of pond ash for the construction of the subgrade, taking into account the peculiarities of the water-thermal regime. Omsk: The Siberian State Automobile and Highway University (in Russian).</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B7">
    <label>7.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Hadbaatar A., Mashkin N.A., Stenina N.G. Study of Ash-Slag Wastes of Electric Power Plants of Mongolia Applied to their Utilization in Road Construction // Procedia Eng. 2016. Vol. 150. P. 1558– 1562. DOI: 10.1016/j.proeng.2016.07.111.</mixed-citation>
     <mixed-citation xml:lang="en">Hadbaatar, A., Mashkin, N.A. &amp; Stenina, N.G. (2016) Study of Ash-Slag Wastes of Electric Power Plants of Mongolia Applied to their Utilization in Road Construction, Procedia Eng., 150, pp. 1558–1562. DOI: 10.1016/j.proeng.2016.07.111.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B8">
    <label>8.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Valeev D. et al. Magnetite and carbon extraction from coal fly ash using magnetic separation and flotation methods // Minerals. 2019. Vol. 9, № 5. P. 320. DOI: https://doi.org/10.3390/min9050320.</mixed-citation>
     <mixed-citation xml:lang="en">Valeev, D. et al. (2019) Magnetite and carbon extraction from coal fly ash using magnetic separation and flotation methods, Minerals, 9(5), pp. 320. DOI: https://doi.org/10.3390/min9050320.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B9">
    <label>9.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Prashanth V., Madhavi L.G. Influence of Particle Size on the Friction and Interfacial Shear Strength of Sands of Similar Morphology // Int. J. Geosynth. Gr. Eng. 2015. Vol. 1. P. 6. DOI: 10.1007/s40891-014-0008-9.</mixed-citation>
     <mixed-citation xml:lang="en">Prashanth, V. &amp; Madhavi, L.G. (2015) Influence of Particle Size on the Friction and Interfacial Shear Strength of Sands of Similar Morphology, Int. J. Geosynth. Gr. Eng., 1, p. 6. DOI: 10.1007/s40891-014-0008-9.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B10">
    <label>10.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Liu X., Qu S., Huang J. Relationship between physical properties and particle-size distribution of geomaterials // Constr. Build. Mater. 2019. Vol. 222. P. 312–318. DOI: https://doi.org/10.1016/j.conbuildmat.2019.06.127.</mixed-citation>
     <mixed-citation xml:lang="en">Liu, X., Qu, S. &amp; Huang, J. (2019) Relationship between physical properties and particle-size distribution of geomaterials, Constr. Build. Mater., 222, pp. 312–318. DOI: https://doi.org/10.1016/j.conbuildmat.2019.06.127.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B11">
    <label>11.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Zhang X., Baudet B.A., Yao T. The influence of particle shape and mineralogy on the particle strength, breakage and compressibility // Int. J. Geo-Engineering. 2020. Vol. 11, № 1. DOI: 10.1186/s40703-020-0108-4.</mixed-citation>
     <mixed-citation xml:lang="en">Zhang, X., Baudet, B.A. &amp; Yao, T. (2020) The influence of particle shape and mineralogy on the particle strength, breakage and compressibility, Int. J. Geo-Engineering, 11(1). DOI: 10.1186/s40703-020-0108-4.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B12">
    <label>12.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Wang H.-L. et al. Effect of Grain Size Distribution of Sandy Soil on Shearing Behaviors at Soil–Structure Interface // J. Mater. Civ. Eng. 2019. Vol. 31, № 10. P. 04019238. DOI: 10.1061/(ASCE)MT.1943-5533.0002880.</mixed-citation>
     <mixed-citation xml:lang="en">Wang, H.-L. et al. (2019) Effect of Grain Size Distribution of Sandy Soil on Shearing Behaviors at Soil–Structure Interface, J. Mater. Civ. Eng., 31(10), pp. 04019238. DOI: 10.1061/(ASCE)MT.1943-5533.0002880.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B13">
    <label>13.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Wen R. et al. Grain Size Effect on the Mechanical Behavior of Cohesionless Coarse-Grained Soils with the Discrete Element Method // Adv. Civ. Eng. 2018. Vol. 2018. P. 1-6. DOI: https://doi.org/10.1155/2018/4608930.</mixed-citation>
     <mixed-citation xml:lang="en">Wen, R. et al. (2018) Grain Size Effect on the Mechanical Behavior of Cohesionless Coarse-Grained Soils with the Discrete Element Method, Adv. Civ. Eng., 2018, pp. 1-6. DOI: https://doi.org/10.1155/2018/4608930.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B14">
    <label>14.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Getahun E. et al. Characteristics of grain size distribution and the shear strength analysis of Chenjiaba long runout coseismic landslide // J. Mt. Sci. 2019. Vol. 16, № 9. P. 2110–2125.</mixed-citation>
     <mixed-citation xml:lang="en">Getahun, E. et al. (2019) Characteristics of grain size distribution and the shear strength analysis of Chenjiaba long runout coseismic landslide, J. Mt. Sci., 16(9), pp. 2110–2125.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B15">
    <label>15.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Gallage C.P.K., Uchimura T. Effects of dry density and grain size distribution on soil-water characteristic curves of sandy soils // Soils Found. 2010. Vol. 50, № 1. P. 161–172.</mixed-citation>
     <mixed-citation xml:lang="en">Gallage, C.P.K. &amp; Uchimura, T. (2010) Effects of dry density and grain size distribution on soil-water characteristic curves of sandy soils, Soils Found., 50(1), pp. 161–172.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B16">
    <label>16.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Zhai Q. et al. Estimation of the soil-water characteristic curve from the grain size distribution of coarse-grained soils // Eng. Geol. 2020. Vol. 267, № 12. P. 105502. DOI: 10.1016/j.enggeo.2020.105502.</mixed-citation>
     <mixed-citation xml:lang="en">Zhai, Q. et al. (2020) Estimation of the soil-water characteristic curve from the grain size distribution of coarse-grained soils, Eng. Geol., 267(12), pp. 105502. DOI: 10.1016/j.enggeo.2020.105502.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B17">
    <label>17.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Fredlund M.D., Fredlund D.G., Wilson G.W. An equation to represent grain-size distribution // Can.Geotech. J. 2000. Vol. 37, № 4. P. 817–827. DOI: https://doi.org/10.1139/t00-015.</mixed-citation>
     <mixed-citation xml:lang="en">Fredlund, M.D., Fredlund, D.G. &amp; Wilson, G.W. (2000) An equation to represent grain-size distribution, Can. Geotech. J., 37(4), pp. 817–827. DOI: https://doi.org/10.1139/t00-015.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B18">
    <label>18.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Fredlund M.D., Wilson G.W., Fredlund D.G. Use of the grain-size distribution for estimation of the soil-water characteristic curve // Can. Geotech. J. 2002. Vol. 39, № 5. P. 1103–1117. DOI: https://doi.org/10.1139/t02-049.</mixed-citation>
     <mixed-citation xml:lang="en">Fredlund, M.D., Wilson, G.W. &amp; Fredlund, D.G. (2002) Use of the grain-size distribution for estimation of the soil-water characteristic curve, Can. Geotech. J.. 39(5), pp. 1103–1117. DOI: https://doi.org/10.1139/t02-049.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B19">
    <label>19.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Wang S.Y., Lu X.B., Shi Z.M. Effects of grain size distribution and structure on mechanical behavior of silty sands // Yantu Lixue/Rock Soil Mech. 2005. Vol. 26, № 7. P. 1029–1032. DOI: 10.2174/1874835X01003010082.</mixed-citation>
     <mixed-citation xml:lang="en">Wang, S.Y., Lu, X.B. &amp; Shi, Z.M. (2005) Effects of grain size distribution and structure on mechanical behavior of silty sands, Yantu Lixue/Rock Soil Mech., 26(7), pp. 1029–1032. DOI: 10.2174/1874835X01003010082.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B20">
    <label>20.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Tiwari S.K., Ghiya A. Strength Behavior of Compacted Fly Ash, Bottom Ash and their Combinations // Electron. J. Geotech. Eng. 2013. Vol. 18. P. 3085-3106.</mixed-citation>
     <mixed-citation xml:lang="en">Tiwari, S.K. &amp; Ghiya, A. (2013) Strength Behavior of Compacted Fly Ash, Bottom Ash and their Combinations, Electron. J. Geotech. Eng., 18, pp. 3085-3106.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B21">
    <label>21.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Kim B., Prezzi M., Salgado R. Geotechnical properties of fly and bottom ash mixtures for use in highway embankments // J. Geotech. Geoenvironmental Eng. 2005. Vol. 131, № 7. P. 914–924. DOI: https://doi.org/10.1061/(ASCE)1090-0241(2005)131:7(914).</mixed-citation>
     <mixed-citation xml:lang="en">Kim, B., Prezzi, M. &amp; Salgado, R. (2005) Geotechnical properties of fly and bottom ash mixtures for use in highway embankments, J. Geotech. Geoenvironmental Eng., 131(7), pp. 914–924. DOI: https://doi.org/10.1061/(ASCE)1090-0241(2005)131:7(914).</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B22">
    <label>22.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Muhunthan B., Taha R., Said J. Geotechnical engineering properties of incinerator ash mixes // J. Air Waste Manag. Assoc. 2004. Vol. 54, № 8. P. 985–991. DOI: https://doi.org/10.1080/10473289.2004.10470959.</mixed-citation>
     <mixed-citation xml:lang="en">Muhunthan, B., Taha, R. &amp; Said, J. (2004) Geotechnical engineering properties of incinerator ash mixes, J. Air Waste Manag. Assoc., 54(8), pp. 985–991. DOI:https://doi.org/10.1080/10473289.2004.10470959.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B23">
    <label>23.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Gimhan P.G.S., Disanayaka J.P.B., Nasvi M.C.M. Geotechnical Engineering Properties of Fly Ash and Bottom Ash: Use as Civil Engineering Construction Material // Eng. J. Inst. Eng. Sri Lanka. 2018. Vol. 51, № 1. P. 49. DOI: http://doi.org/10.4038/engineer.v51i1.7287.</mixed-citation>
     <mixed-citation xml:lang="en">Gimhan, P.G.S., Disanayaka, J.P.B. &amp; Nasvi, M.C.M. (2018) Geotechnical Engineering Properties of Fly Ash and Bottom Ash: Use as Civil Engineering Construction Material, Eng. J. Inst. Eng. Sri Lanka, 51(1), p. 49. DOI: http://doi.org/10.4038/engineer.v51i1.7287.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B24">
    <label>24.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Indraratna B. et al. Engineering behaviour of a low carbon, pozzolanic fly ash and its potential as a construction fill // Can. Geotech. J. 2011. Vol. 28, № 4. P. 542–555. DOI:10.1139/T91-070.</mixed-citation>
     <mixed-citation xml:lang="en">Indraratna, B. et al. (2011) Engineering behaviour of a low carbon, pozzolanic fly ash and its potential as a construction fill, Can. Geotech. J., 28(4), pp. 542–555. DOI:10.1139/T91-070.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B25">
    <label>25.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Singh R.S., Panda A.P. Utilization of fly ash in geotechnical construction // Proc. Indian Geotechnical Conf. 1996. Vol. 1. P. 547–550.</mixed-citation>
     <mixed-citation xml:lang="en">Singh, R.S. &amp; Panda, A.P. (1996) Utilization of fly ash in geotechnical construction, Proc. Indian Geotechnical Conf., 1, pp. 547–550.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B26">
    <label>26.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Pandian N.S.P. Fly ash characterization with reference to geotechnical applications // Indian Geotechnical Conference Geotechnics in Infrastructure Development (GEOTIDE). 2005. P. 189–216.</mixed-citation>
     <mixed-citation xml:lang="en">Pandian, N.S.P. (2005) Fly ash characterization with reference to geotechnical applications, Indian Geotechnical Conference Geotechnics in Infrastructure Development (GEOTIDE), pp. 189–216.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B27">
    <label>27.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Pal S., Ghosh A. Shear strength behaviour of indian fly ashes // Indian Geotechnical Conference Geotechnics in Infrastructure Development (GEOTIDE). 2009. P. 763–778.</mixed-citation>
     <mixed-citation xml:lang="en">Pal, S. &amp; Ghosh, A. (2009) Shear strength behaviour of indian fly ashes, Indian Geotechnical Conference Geotechnics in Infrastructure Development (GEOTIDE), pp. 763–778.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B28">
    <label>28.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Jakka R.S., Ramana G. V., Datta M. Shear behaviour of loose and compacted pond ash // Geotech. Geol. Eng. 2010. Vol. 28, № 6. P. 763–778. DOI: 10.1007/s10706-010-9337-1.</mixed-citation>
     <mixed-citation xml:lang="en">Jakka, R.S., Ramana, G. V. &amp; Datta, M. (2010) Shear behaviour of loose and compacted pond ash, Geotech. Geol. Eng., 28(6), pp. 763–778. DOI: 10.1007/s10706-010-9337-1.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B29">
    <label>29.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Mohanty S., Patra N.R. Geotechnical characterization of Panki and Panipat pond ash in India // Int. J. Geo-Engineering. 2015. Vol. 6, № 1. P. 1–18. DOI: 10.1186/s40703-015-0013-4.</mixed-citation>
     <mixed-citation xml:lang="en">Mohanty, S. &amp; Patra, N.R. (2015) Geotechnical characterization of Panki and Panipat pond ash in India, Int. J. Geo-Engineering, 6(1), pp. 1–18. DOI: 10.1186/s40703-015-0013-4.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B30">
    <label>30.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Gruchot A., Zydroń T. Impact of a test method on the undrained shear strength of a chosen fly ash // J. Ecol. Eng. 2016. Vol. 17, № 4. P. 41–49. DOI: https://doi.org/10.12911/22998993/63955.</mixed-citation>
     <mixed-citation xml:lang="en">Gruchot, A. &amp; Zydroń, T. (2016) Impact of a test method on the undrained shear strength of a chosen fly ash, J. Ecol. Eng., 17(4), pp. 41–49. DOI: https://doi.org/10.12911/22998993/63955.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B31">
    <label>31.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Trivedi A., Sud V.K. Grain characteristics and engineering properties of coal ash // Granul. Matter. 2002. Vol. 4, № 3. P. 93–101.</mixed-citation>
     <mixed-citation xml:lang="en">Trivedi, A. &amp; Sud, V.K. (2002) Grain characteristics and engineering properties of coal ash, Granul. Matter., 4(3), pp. 93–101.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B32">
    <label>32.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Kumar D., Kumar N., Gupta A. Geotechnical Properties of Fly Ash and Bottom Ash Mixtures in Different Proportions // Int. J. Sci. Res. 2014. Vol. 3, № 9. P. 1487–1494.</mixed-citation>
     <mixed-citation xml:lang="en">Kumar, D., Kumar, N. &amp; Gupta, A. (2014) Geotechnical Properties of Fly Ash and Bottom Ash Mixtures in Different Proportions, Int. J. Sci. Res., 3(9), pp. 1487–1494.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B33">
    <label>33.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Lunev A.A., Sirotyuk V.V. Influence of Granulometric Composition on the Mechanical Properties of Pond Ash // Soil Mech. Found. Eng. 2021. Vol. 58, № 4. P. 314–319.</mixed-citation>
     <mixed-citation xml:lang="en">Lunev, A.A. &amp; Sirotyuk, V.V. (2021) Influence of Granulometric Composition on the Mechanical Properties of Pond Ash, Soil Mech. Found. Eng., 58(4), pp. 314–319.</mixed-citation>
    </citation-alternatives>
   </ref>
   <ref id="B34">
    <label>34.</label>
    <citation-alternatives>
     <mixed-citation xml:lang="ru">Огородникова Е.Н., Николаева С.К. Литогенетические особенности техногенных отложений золошлакоотвалов // Бюллетень Комиссии по изучению четвертичного периода. 2005. № 66. С. 65–74.</mixed-citation>
     <mixed-citation xml:lang="en">Ogorodnikova, E.N. &amp; Nikolaeva, S.K. (2005) Lithogenetic features of technogenic deposits of ash and slag dumps, Byulleten' Komissii po izucheniyu chetvertichnogo perioda, 66, pp. 65-74 (in Russian).</mixed-citation>
    </citation-alternatives>
   </ref>
  </ref-list>
 </back>
</article>
