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<!DOCTYPE article PUBLIC "-//NLM//DTD JATS (Z39.96) Journal Archiving and Interchange DTD v1.4 20241031//EN" "https://jats.nlm.nih.gov/archiving/1.4/JATS-archive-oasis-article1-4-mathml3.dtd">
<article xmlns:ali="http://www.niso.org/schemas/ali/1.0/" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:noNamespaceSchemaLocation="https://jats.nlm.nih.gov/archiving/1.4/xsd/JATS-archive-oasis-article1-4-mathml3.xsd" article-type="research-article" xml:lang="en"><front><journal-meta><journal-title-group><journal-title xml:lang="en">Nanotechnologies in Construction: A Scientific Internet-Journal</journal-title></journal-title-group><issn publication-format="electronic">2075-8545</issn><publisher><publisher-name xml:lang="en">ООО &quot;Центр новых технологий &quot;НаноСтроительство&quot;</publisher-name></publisher></journal-meta><article-meta><article-id pub-id-type="doi">10.15828/2075-8545-2026-18-4-457-468</article-id><article-id pub-id-type="edn">OPFJDR</article-id><article-categories><subj-group subj-group-type="toc-heading"><subject>CONSTRUCTION MATERIALS SCIENCE</subject></subj-group><subj-group subj-group-type="article-type"><subject>Research Article</subject></subj-group></article-categories><title-group><article-title xml:lang="en">Adaptenes: a concept for programmable road construction materials with trigger-responsive properties</article-title></title-group><contrib-group><contrib contrib-type="author"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0003-1425-5330</contrib-id><contrib-id contrib-id-type="authorid">https://elibrary.ru/author_profile.asp?authorid=652263</contrib-id><name><surname>Ignatyev</surname><given-names>Aleksey A.</given-names></name><bio><p>Dr. Sci. (Technics), Full Professor; Dr. Sci. (Eng.), Professor, Department of Road Construction Materials and Chemical Technologies</p></bio><email>a.ignatyev@madi.ru</email><xref ref-type="aff" rid="aff1"></xref></contrib><contrib contrib-type="author"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0002-1634-0152</contrib-id><contrib-id contrib-id-type="authorid">https://elibrary.ru/author_profile.asp?authorid=285866</contrib-id><name><surname>Vasilyev</surname><given-names>Yuriy E.</given-names></name><bio><p>Dr. Sci. (Technics), Full Professor; Dr. Sci. (Eng.), Head of the Department Road Construction Materials and Chemical Technologies</p></bio><email>vashome@yandex.ru</email><xref ref-type="aff" rid="aff1"></xref></contrib><contrib contrib-type="author"><contrib-id contrib-id-type="orcid">https://orcid.org/0009-0003-6012-7652</contrib-id><name><surname>Koptev</surname><given-names>Andrej A.</given-names></name><bio><p>postgraduate student, Department of Road Construction Materials and Chemical Technologies</p></bio><email>koptevandrew@bk.ru</email><xref ref-type="aff" rid="aff1"></xref></contrib><contrib contrib-type="author"><contrib-id contrib-id-type="orcid">https://orcid.org/0009-0000-2212-3501</contrib-id><contrib-id contrib-id-type="authorid">https://elibrary.ru/author_profile.asp?authorid=979182</contrib-id><name><surname>Chizhikov</surname><given-names>Ilya A.</given-names></name><bio><p>Associate Professor; Cand. Sci. (Eng.), Associate Professor, Department of Urban Planning</p></bio><email>chizhikovia@mgsu.ru</email><xref ref-type="aff" rid="aff2"></xref></contrib><contrib contrib-type="author"><contrib-id contrib-id-type="orcid">https://orcid.org/0000-0003-2237-4436</contrib-id><name><surname>Slepnev</surname><given-names>Pavel A.</given-names></name><bio><p>Associate Professor; Cand. Sci. (Eng.), Associate Professor, Department of Urban Planning</p></bio><email>slepnevpa@mgsu.ru</email><xref ref-type="aff" rid="aff2"></xref></contrib></contrib-group><aff id="aff1"><city>Moscow</city><country>Russian Federation</country><institution>Moscow Automobile and Road Construction State Technical University</institution></aff><aff id="aff2"><city>Moscow</city><country>Russian Federation</country><institution>National Research Moscow State University of Civil Engineering</institution></aff><pub-date date-type="pub" iso-8601-date="2026-08-22"><day>22</day><month>08</month><year>2026</year></pub-date><volume>18</volume><issue>4</issue><fpage>457</fpage><lpage>468</lpage><history><date date-type="received" iso-8601-date="2026-04-29"><day>29</day><month>04</month><year>2026</year></date><date date-type="accepted" iso-8601-date="2026-08-18"><day>18</day><month>08</month><year>2026</year></date></history><permissions><copyright-statement>© 2026 Aleksey A. Ignatyev, Yuriy E. Vasilyev, Andrej A. Koptev, Ilya A. Chizhikov, Pavel A. Slepnev</copyright-statement><copyright-year>2026</copyright-year><copyright-holder>Aleksey A. Ignatyev, Yuriy E. Vasilyev, Andrej A. Koptev, Ilya A. Chizhikov, Pavel A. Slepnev</copyright-holder><license license-type="open-access" xlink:href="https://creativecommons.org/licenses/by/4.0/"><license-p>This is an open-access article distributed under the terms of the <ext-link ext-link-type="uri" xlink:href="https://creativecommons.org/licenses/by/4.0/">Creative Commons Attribution 4.0 International (CC BY 4.0)</ext-link> License.</license-p></license></permissions><self-uri xlink:href="https://nanobuild.ru/en_EN/journal/Nanobuild-4-2026/457-468.pdf" xlink:title="URL">https://nanobuild.ru/en_EN/journal/Nanobuild-4-2026/457-468.pdf</self-uri><abstract><p>Introduction. Over the period from 2015 to 2025, the global market for self-healing materials grew from USD 0.5 billion to USD 2.5 billion - an almost fivefold increase - with forecasts projecting further growth to USD 14.6 billion by 2033 (CAGR 21.1%). The number of scientific publications on self-healing and programmable materials in international citation databases demonstrates exponential growth. Nevertheless, no unified concept has yet been proposed that integrates adaptability, programmability, selfhealing, property control, and trigger activation within a single technological framework, which significantly complicates the implementation of innovative materials and solutions in real-world practice. Materials and methods. Within the framework of the present study, a series of tests was carried out on fine sand and a soil-lime mixture based on it using a SoyuzDorNII standard compaction apparatus, with determination of the optimum moisture content and the holding time at the optimum moisture content. The role of nanoscale effects was analyzed, including the wedging pressure according to B.V. Derjaguin, nanocapsulation, and the catalytic activity of Ca(OH)<sub>2</sub> particles. Results. The holding time of fine sand at the optimum moisture content was 6 h, while that of the soil-lime mixture was 2 h, representing a threefold reduction. The threefold acceleration of the hydration trigger is caused by catalytic ion-exchange reactions initiated by nanoscale Ca(OH)<sub>2</sub> crystallites in the near-surface layer of mineral particles. Discussion. An analysis of global research shows that the existing terminology does not cover systems combining metastable storage, trigger activation, and controlled variability of properties. A new term, adapten, is proposed as a meta-term for resources, materials, and systems with controlled variability of properties and the possibility of programming at the nanoscale. Conclusion. The concept of adaptens integrates programmable materials science, colloid chemistry, and processing technology into a unified approach.</p></abstract><kwd-group><kwd>adapten</kwd><kwd>processing stage</kwd><kwd>nanotechnologies</kwd><kwd>Nanoscale effects</kwd><kwd>nanocapsulation</kwd><kwd>colloid chemistry</kwd><kwd>wedging pressure</kwd><kwd>road-building materials</kwd><kwd>asphalt concrete</kwd><kwd>secondary resources</kwd><kwd>self-healing materials</kwd></kwd-group><funding-group><funding-statement>The work was carried out as part of State Assignment No. FSFM 2024 0025 “Innovative Technical Solutions and Modifying Technology for Improving the Performance and Durability of Highways.” Development of a new scientifically substantiated and experimentally verified method for calculating accumulated deformations and the instantaneous loss of bearing capacity of the reinforced subgrade and its base under repeated cyclic dynamic loads.</funding-statement></funding-group></article-meta></front><back><ref-list><ref id="ref1"><label>1</label><mixed-citation>1. 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