{"id":1491,"date":"2020-04-27T16:29:23","date_gmt":"2020-04-27T13:29:23","guid":{"rendered":"https:\/\/t-s.today\/en\/?page_id=1491"},"modified":"2023-04-20T17:25:29","modified_gmt":"2023-04-20T14:25:29","slug":"issue-2-2020","status":"publish","type":"page","link":"https:\/\/t-s.today\/en\/issue-2-2020.html","title":{"rendered":"2020, Volume 7, Issue 2"},"content":{"rendered":"<h1 style=\"text-align: center;\">Russian journal of transport engineering<\/h1>\n<h1 style=\"text-align: center;\">2020, Volume 7, Issue 2<\/h1>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<ul>\n<li style=\"list-style-type: none;\">\n<ul>\n<li><a href=\"https:\/\/t-s.today\/issue-2-2020.html\">The content of this issue in Russian <img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-1303\" src=\"https:\/\/t-s.today\/files\/ru.png\" alt=\"\" width=\"16\" height=\"11\" \/><\/a><\/li>\n<\/ul>\n<\/li>\n<\/ul>\n<p id=\"text1\">\u2022 <a href=\"\/en\/04SATS220.html\"><strong> Andreev V.L., Ovchinnikov I.G.<\/strong> Improvement of a bridge connection node with embankment by applying curved approach slabs<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 04SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/03SATS220.html\"><strong> Andronov S.Yu., Kochetkov A.V., Shashkov I.G.<\/strong> Repair of road surfaces using cold wet fiber containing asphalt concrete mixtures<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 03SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/17SATS220.html\"><strong> Artyushenko I.A.<\/strong> Dependence of physico-mechanical characteristics and safety factor of the soil mass on the spacing of vertical pillars of crushed stone<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 17SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/05SATS220.html\"><strong> Baldin D.Yu., Kraev A.N., Zhaisambaev E.A.<\/strong> Comparative analysis of reinforced concrete tee beams reinforcement methods<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 05SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/23SATS220.html\"><strong> Bezgodov A.A., Ovchinnikov I.I.<\/strong> Surface preparation as one of the main factors for ensuring the durability of anti-corrosion coatings<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 23SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/20SATS220.html\"><strong> Berlov S.A., Ovchinnikov I.I.<\/strong> Comparative analysis of ways to protect bridge structures from external influences<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 20SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/15SATS220.html\"><strong> Borisova A.S., Kudryavtsev S.A.<\/strong> The research of solar insolation influence on the permafrost base of railway<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 15SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/09SATS220.html\"><strong> Valiev Sh.N., Maung Maung Win Aung, Shatilov I.S.<\/strong> Accounting for the effect of creep and shrinkage on the stress state of concrete structures of cable-stayed bridges in Myanmar<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 09SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/22SATS220.html\"><strong> Varakin M.Yu., Ovchinnikov I.G.<\/strong> Features of application of modern types of concrete in transport construction<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 22SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/10SATS220.html\"><strong> Gorshkov N.I., Krasnov M.A., Yuan J., Jdanova S.M.<\/strong> Peculiarities of the stress-strain state of the \u201cexcavation \u2013 geo-environment\u201d and \u201cembankment \u2013 geo-environment\u201d systems in the process of erecting them (part I)<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 10SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/21SATS220.html\"><strong> Dubinyak A.N., Ovchinnikov I.I.<\/strong> Waterproofing materials to protect the structures of transport structures<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 21SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/06SATS220.html\"><strong> Zhunev K.O., Murovannyj Ju.N., Yashnov A.N.<\/strong> Fatigue life research of welded joints in railway girder<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 06SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/12SATS220.html\"><strong> Karakhanyan V.B., Ovchinnikov I.I., Baev M.A., Ovchinnikov I.G.<\/strong> Features of the progressive destruction of bridge structures<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 12SATS220<\/span><\/sub><\/p>\n<p>\u2022 <a href=\"11SATS220.html\"><strong> Krasnov M.A., Gorshkov N.I., Yuan J., Jdanova S.M. <\/strong> Peculiarities of the stress-strain state of the \u201cexcavation \u2013 geo-environment\u201d and \u201cembankment \u2013 geo-environment\u201d systems in the process of erecting them (part II) <\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 11SATS220<\/span><\/sub><\/p>\n<p>\u2022 <a href=\"19SATS220.html\"><strong> Koptilov V.A., Lebedev V.S., Mandrik-Kotov B.B., Ovchinnikov I.I. <\/strong> Modeling the behavior of pedestrian railings taking into account their joint work with the span of bridges <\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 19SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/14SATS220.html\"><strong> Kuznetsov D.N.<\/strong> Engineering methodology for checking the local stability of the wall of steel I-beams in distributed stress fields<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 14SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/24SATS220.html\"><strong> Pugachev I.N., Kamenchukov A.V., Shcheglov V.I., Smirnova N.D.<\/strong> Technical, economic and social aspects when choosing an effective solution for improving traffic in cities<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 24SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/08SATS220.html\"><strong> Safronov V.S., Antipov A.V.<\/strong> Approbation of an effective method for dynamic calculation of the steel and concrete bridge span<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 08SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/13SATS220.html\"><strong> Skvortsov D.S., Zhaisambaev E.A., Derevnin D.V., Parenkina O.A.<\/strong> Determination of the length of piles immersed in the soil by the method of an acoustic wave excited in a pile by impact<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 13SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/25SATS220.html\"><strong> Tomilov S.N.<\/strong> Influence of mounting joints of sections of a collapsible bridge on his stress-strain state<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 25SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/07SATS220.html\"><strong> Ukrainskiy I.S., Kamenchukov A.V.<\/strong> Dynamics of strength set of artificial stone based on cement binder<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 07SATS220<\/span><\/sub><\/p>\n<p id=\"text1\">\u2022 <a href=\"\/en\/16SATS220.html\"><strong> Chernykh D.S., Pakin M.N.<\/strong> Modeling of compositions and predicting properties of modified mixtures for rough thin-layer coatings<\/a><br \/>\n<sub><span style=\"color: grey;\">Identification number of article: 16SATS220<\/span><\/sub><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Russian journal of transport engineering 2020, Volume 7, Issue 2 &nbsp; &nbsp; The content of this issue in Russian \u2022 Andreev V.L., Ovchinnikov I.G. Improvement of a bridge connection node with embankment by applying curved approach slabs Identification number of &hellip;<\/p>\n","protected":false},"author":4,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"issue-page.php","meta":{"footnotes":""},"class_list":["post-1491","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/t-s.today\/en\/wp-json\/wp\/v2\/pages\/1491","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/t-s.today\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/t-s.today\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/t-s.today\/en\/wp-json\/wp\/v2\/users\/4"}],"replies":[{"embeddable":true,"href":"https:\/\/t-s.today\/en\/wp-json\/wp\/v2\/comments?post=1491"}],"version-history":[{"count":25,"href":"https:\/\/t-s.today\/en\/wp-json\/wp\/v2\/pages\/1491\/revisions"}],"predecessor-version":[{"id":2106,"href":"https:\/\/t-s.today\/en\/wp-json\/wp\/v2\/pages\/1491\/revisions\/2106"}],"wp:attachment":[{"href":"https:\/\/t-s.today\/en\/wp-json\/wp\/v2\/media?parent=1491"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}