On the requirements for articles published in the scientific and technical journal «Bases and foundations»
Main Article Content
Abstract
Before starting work on the article, you should get acquainted with the requirements for the publication of articles in the Scientific and Technical Journal «Bases and foundations», founded by the Kyiv National University of Construction and Architecture.
The journal includes the articles on topical challenges of geotechnics. There are the results of interaction between elements of the system «base – foundation – superstructures», influence of seismic or other dynamic loads; designing foundations on weak soils, exploration of the deep foundations, retaining structures, assessment of the slope stability of landslide areas, determination of soil parameters by in-situ and laboratory tests.
The journal is designed for scientific, engineering and technical specialists of scientific, research, design and construction organizations.
The journal publishes in the following specialties:
192 «Construction and civil engineering»,
194 «Hydraulic engineering, water engineering and water technologies».
The article submitted to the editorial board must clearly meet the goals and specializations of the journal, must be written and designed in accordance with the requirements set out in this article.
Original research and discussion materials are accepted for publication. Articles are subject to double review, including by independent experts. It is recommended to submit a scientific article only in one journal, which meets the requirements of International Ethical Standards, which prohibit the simultaneous publication of the article in different publications.
Articles must be pre-reviewed before publication in the journal. After confirmation of the article's compliance with the general requirements and the availability of a complete package of documents, the article is submitted for review and undergoes internal editorial processing. The editors reserve the right to make minor edits and reductions, while maintaining the main results and author's style.
The article is returned to the author for revision or correction if the members of the editorial board (scientific editors in the relevant areas) have questions to the author regarding certain provisions of the article.
The Editorial Board is not responsible for the content and authorship of the material of the article used, but reserves the right not to allow the article to be published in case of non-compliance with the above requirements.
Article Details
This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors are published in this journal, agree to the following conditions:
Authors reserve the right to authorship of their work and transfer the journal the right of the first publication of this work under the terms of the Creative Commons Attribution License, which allows other persons to freely distribute published work with mandatory reference to authors original work and the first publication of work in this journal.
The authors have the right to enter into independent additional agreements on the non-exclusive dissemination of the work in the form in which it was published by this journal (for example, to post work in the electronic repository of the institution or to publish as part of a monograph), provided that the reference to the first publication of the work in this journal is maintained.
The journal's policy allows and encourages the authors to place the manuscript of the work on the Internet (for example, in the institutions' storehouses or on personal websites), both for presenting this manuscript to the editorial office and during its editorial processing, as this contributes to the creation of productive scientific discussion and positively affects the efficiency and dynamics of citing the published work (see The Effect of Open Access).
References
ДСТУ 8302:2015. Інформація та документація. Бібліографічні посилання. Загальні положення та правила складання. – Чинний від 2016–07– 01. – Київ: ДП «УкрНДНЦ», 2016. - 16 с.
Боженко О., Міжнародні правила цитування та посилання в наукових роботах / О. Боженко, Ю. Корян, М. Федорець – Ки-їв : УБА, 2016. –117с.
Гузенко С.І. Оформлення бібліографічних посилань у наукових роботах (за ДСТУ 8302:2015) / С.І. Гузенко. – Київ, 2017.-16с.
Костина І. Оформлення бібліографічних посилань у наукових роботах / І. Костина, В. Каленська, О. Олабоді. – Київ : Науково-технічна бібліотека Національного університету харчових технологій, 2017. – 31 с.
Бартоломей А.А. Прогноз осадок свайных фундаментов [под ред. А.А. Бартоломея] / А.А.Бартоломей, И.М.Омельчак, Б.С.Юшков. – М.: Стройиздат, 1994. – 384 с.
Бойко І.П. Особливості взаємодії пальових фундаментів під висотними будинками з їх основою. / І.П.Бойко // Основи і фундаменти: Міжвідомчий науково-технічний збірник. – К.: КНУБА. – 2006. – Вип. 30. – С. 3-8.
Бойко И.П. Свайные фундаменты на нелинейно-деформируемом основании: дис. ... д-ра техн. наук: 05.23.02 / Бойко Игорь Петрович. – М.: НИИОСП, 1988. – 372с.
Зоценко М.Л. Сучасні проблеми пальового фундаментобудування / М.Л. Зоценко // Будівельні конструкції. – К.: НДІБК. – 2004. – Вип.61. – т.2. – С. 33-39.
Носенко В.С. Напружено-деформований стан пальово-плитних фундаментів секційних висотних будинків: дис. ... канд. техн. наук: 05.23.02 / Носенко Віктор Сергійович. – К.: КНУБА, 2012. – 175с.
Основи та фундаменти споруд. Зміна № 1: ДБН В.2.1–10–2009. – [Чинний від 2011–07–01]. – К.: Мінрегіонбуд України, 2011. – 55с.
Підлуцький В.Л. Взаємодія фундаментної плити з палями різної довжини з грунтовою багатошаровою основою: дис. ... канд. техн. наук: 05.23.02 / Підлуцький Василь Леонідович. – К.: КНУБА, 2013. – 230с.
Сахаров В.О. Моделювання взаємодії пальового фундаменту з нелінійною основою в умовах прибудови: дис. ... канд. техн. наук: 05.23.02 / Сахаров Володимир Олександрович. – К.: КНУБА, 2005. – 215 с.
Улицкий В.М. Расчеты и интерактивный мониторинг при строительстве зданий в сложных грунтовых условиях / В.М. Улицкий, К.Г. Шашкин, А.Г. Шашкин // Технологии безопасности и инженерные системы № 2(13). – С-Пб: Стройиздат. – 2007. – С. 16-19.
Шашкин К.Г. Взаимодействие здания и основания: Методика расчета и практическое применение при проектировании / К.Г.Шашкин, А.Г.Шашкин. – С-Пб: Стройиздат, 2002. – 48с.
Boyko I.P. Finite element simulation of the loss of stable resistance in a foundation-soil system / I.P. Boyko, V.S. Boyandin, A.E. Delnik, A.L. Kozak, A.S. Sakharov // Archive of Applied Mechanics № 62. – 1992. – р. 316-328.
DSTU 8302:2015. (2016). Informatsiia ta dokumentatsiia. Bibliohrafichni posylannia. Zahalni polozhennia ta pravyla skladannia. – Chynnyi vid 2016–07–01. Kyiv: DP «UkrND-NTs». 16 (in Ukrainian).
Bozhenko O., Korian Yu., Fedorets M. (2016). Mizhnarodni pravyla tsytuvannia ta posylannia v naukovykh robotakh [Interna-tional rules of citation and references in sci-entific works]. Kyiv: UBA, 117 (in Ukrainian).
Huzenko S.I. (2017). Oformlennia bibliohrafichnykh posylan u naukovykh robotakh (za DSTU 8302:2015) [Registration of bibliographic references in scientific works (according to DSTU 8302: 2015)]. Kyiv. 16 (in Ukrainian).
Kostyna I., Kalenska V., Olabodi O. (2017). Oformlennia bibliohrafichnykh posylan u naukovykh robotakh [Registration of biblio-graphic references in scientific works (according to DSTU 8302: 2015)]. Kyiv: Naukovo-tekhnichna biblioteka Natsionalnoho universytetu kharchovykh tekhnolohii, 31 (in Ukrainian).
Bartolomey А.А., Omelchak I.M., Yushkov B.S. (1994). Prognoz osadok svaynykh fundamentov [Forecast sediment pile foundation]. Moskva: Strojizdat, 384 (in Russian).
Bоyko I.P. (2006). Osoblyvosti vzaiemodii palovykh fundamentiv pid vysotnymy budynkamy z yikh osnovoiu [Features of the interaction of pile foundations under high-rise buildings with their foundation]. Osnovu i fundamenty: Mizhvidomchyj naukovo-tekhnichnyj zbirnyk. Kyiv: KNUBA, 30, 3-8 (in Ukrainian).
Bоyko I.P. (1988). Svajnye fundamenty na nelinejno-deformiruemom osnovanii [Pile foundations on a non-linearly deformable base]. Dys. doktora tekhn. nauk: 05.23.02. Moscow: NIIOSP, 372 (in Russian).
Zotsenko М.L. (2004). Suchasni problem pal`ovogo fundamentobuduvannya [Modern problems of pile foundation buildings]. Budivel`ni konstrukciyi. Kyiv: NDIBK, 61 (2), 33-39 (in Ukrainian).
Nosenko V.S. (2012). Napruzheno-deformovanyj stan paljovo-plytnykh fundamentiv sekcijnykh vysotnykh budynkiv [Stress-strain state of plate-pile foundations of sectional high-rise buildings]. Dys. kand. tekhn. nauk: 05.23.02. Kyiv: KNUBA, 175 (in Ukrainian).
Osnovy ta fundamenty sporud. Zmina 1: DBN V.2.1–10–2009. (2011). Kyiv: Minregionbud Ukrayiny, 55 (in Ukrainian).
Pidlutskyi V.L. (2013). Vzayemodiya fundamentnoyi plyty z palyamy riznoyi dovzhyny z gruntovoyu bagatosharovoyu osnovoyu [Interaction of a base plate with piles of different lengths with a soil multilayer basis]. Dys. kand. tekhn. nauk: 05.23.02. Kyiv: KNUBA, 230 (in Ukrainian).
Sakharov V.O. (2005). Modelyuvannya vzayemodiyi paljovogo fundamentu z nelinijnoyu osnovoyu v umovakh prybudovy [Modeling of the interaction of a pile foundation with a nonlinear basis in the conditions of an extension]. Dys. kand. tekhn. nauk: 05.23.02. Kyiv: KNUBA, 215 (in Ukrainian).
Ulitskiy V.M., Shashkin K.G., Shashkin A.G. (2007). Raschjoty i interaktivnyj monitoring pri stroitel`stve zdanij v slozhnykh gruntovykh usloviyakh [Calculations and interactive monitoring during the construction of buildings in difficult ground conditions]. Tekhnologii bezopasnosti i inzhenernye sistemy. S-Petersburg: Strojizdat, 2(13), 16-19 (in Russian).
Shashkin K.G., Shashkin A.G. (2002). Vzaimodejstvie zdaniya i osnovaniya: Metodika rascheta i prakticheskoe primenenie pri proektirovanii [Interaction of the building and the foundation: Method of calculation and practical application in the design]. S-Petersburg: Strojizdat, 48 (in Russian).
Boyko I.P., Boyandin V.S., Delnik A.E., Kozak A.L., Sakharov A.S. (1992). Finite element simulation of the loss of stable resistance in a foundation-soil system. Archive of Applied Mechanics, 62, 316-328.