Strengthening of the soil base - preparation for the road surface of the existing enterprise
Main Article Content
Abstract
The issue of constructing new and restoring existing complexes for the storage and processing of agricultural products, as well as logistics complexes, holds significant importance in today's conditions as an integral component of ensuring the normal functioning of our economy. Historically, in Ukraine, when developing regulatory documents, the primary requirements were outlined for the design and construction of civil and industrial buildings and structures: residential and administrative buildings, industrial facilities, and objects of transport, energy, and critical infrastructure. These requirements are based on ensuring strength, reliability, durability, safety, and cost-effectiveness.
For projects involving the construction of logistics complexes or agricultural facilities, the regulatory documents in Ukraine contain significantly fewer detailed instructions and requirements [1, 2]. Therefore, when implementing this class of projects, design solutions are often based on requirements outlined in construction regulatory documents from other countries, such as Eurocodes (EN) [10], British Standards (BS), or the standards of the United States (ASTM), where considerable experience has already been accumulated in the reliable operation of such facilities.
The issue of requirements for the engineering preparation of territories for industrial or agricultural projects during the development of comprehensive building plans is not sufficiently covered in national regulatory documents that establish requirements for the calculation of building structures, road construction, or comprehensive territory planning – these documents are too general and lack the necessary detailed information or clear requirements for the application of reliable design solutions.
As a result, there are often cases where deformations of the surrounding surface and access roads to these facilities significantly complicate and/or render their normal operation impossible.
This article focuses on the study of soil preparation as the foundation for access roads for a group of buildings and structures in a grain storage complex: assessing the condition of the foundation during the operation of the complex; identifying the causes of significant deformations; selecting methods for strengthening and stabilizing the foundation; and geotechnical quality control of the performed foundation strengthening work.
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
Настанова щодо інженерної підготовки ґрунтової основи будівель і споруд: ДСТУ-Н Б В. 1.1-39:2016. - [Чинний від 2017-04-01] – К.: ДП "Укрархбудінформ". ― 2017. ― IV, 66 с.
Настанова щодо проведення земляних робіт, улаштування основ та фундаментів (СНиП 3.02.01-83): ДСТУ-Н Б В.2.1-28:2013. – [Чинний від 2014-01-01] – К.: Мінрегіон України ―2013 ― 88 с.
Малишев О. Інженерна підготовка тери-торії в умовах залягання слабкого ґрунту. / О. Малишев, А. Ращенко, Т. Диптан // Основи та фундаменти. – К.: КНУБА. – 2021. – Вип. 43. – С. 101-110. https://doi.org/10.32347/0475-1132.43.2021.101-110
Носенко В. Ідентифікація параметрів міц-ності ґрунтів для оцінки стійкості зсувно-го схилу. / В. Носенко, Т. Диптан, Д. Не-чипоренко // основи та фундаменти. – К.: КНУБА. – 2023. – Вип. 46. – С. 17-27. https://doi.org/10.32347/0475-1132.46.2023.17-27
Басараб В. Методика вибору комплекту засобів ущільнення грунту пазух котлова-нів і траншей за технічною ознакою. / В. Басараб, І. Уманець, Л. Саушева. // Осно-ви та фундаменти. – К.: КНУБА. – 2021. – Вип. 43. – С. 67-78. https://doi.org/10.32347/0475-1132.43.2021.67-78.
Комплекс протиаварійних робіт в зоні споруди приймального пристрою зерна з автотранспорту на два проїзди (замивання піском порожнин, підсилення основ фун-даментів, підсилення основ під дорожнім покриттям, підсилення основ під вимо-щенням, гідроізоляційні роботи завальної ями) за адресою: Кіровоградська обл., Но-вогородківський р-н, с. Куцівка, вул. При-вокзальна, 14. Геотехнічні роботи. Дина-мічне зондування ґрунтів. Приймальний контроль. 020721.Fin-В. ФОП "Язвінський О.В.". 2021.
Комплекс протиаварійних робіт в зоні споруди приймального пристрою зерна з автотранспорту на два проїзди (замивання піском порожнин, підсилення основ фун-даментів, підсилення основ під дорожнім покриттям, підсилення основ під вимо-щенням, гідроізоляційні роботи завальної ями) за адресою: Кіровоградська обл., Новгородківський р-н., с.Куцівка, вул.Привокзальна 14. Технічне рішення. ТОВ "Експрес технології ін’єктування". 2021.
Technical testing regulations for soil and rock in road construction. TP BF-StB. Part B 8.3. Dynamic Plate Load Testing with the Light Drop-Weight Tester. / Wolfram K u d l a Freiberg — Köln, Germany: Wesselinger Straße, 2012. — 14 p. ISBN 978-3-86446-036-4.
Дослідження та випробування геотехнічні. Частина 2. Польове випробування динамі-чним зондуванням (ISO 22476-2:2005, IDT). ДСТУ ISO 22476-2:2008. [Чинний від 2010-01-01]. ДП "УкрНДЦ", – 2018. – 23 с.
EN 1997-2. European standard. Euro-code 7 – Geotechnical design – Part 2: Ground investigation and testing. Brussels – 2007. – 195 p.
Nastanova shchodo inzhenernoi pidhotovky gruntovoi osnovy budivel i sporud: DSTU-N B V. 1.1-39:2016. (2016) Kyiv: SE "Ukrakhbudinform", 66 (in Ukrainian).
Nastanova shchodo provedennia zemlianykh robit, ulashtuvannia osnov ta fundamentiv (SNyP 3.02.01-83): DSTU-N B V.2.1-28:2013. (2013). Kyiv: Minregionbud Ukrayiny, 88 (in Ukrainian).
Malyshev, O., Rashchenko, A., Dyptan, T. (2021). Inzhenerna pidhotovka terytoriyi v umovakh ukladannya m'yakoho gruntu. [En-gineering preparation of the territory in con-ditions of laying soft soil]. Osnovu i fundamenty: Mizhvidomchyj naukovo-tekhnichnyj zbirnyk. Kyiv: KNUBA, 43, 101-110 (in Ukrainian).
Nosenko, V., Dyptan, T., & Nechyporenko, D. (2023). Vyznachennya pokaznykiv mitsnosti gruntu dlya otsinky stiykosti skhylu kovzannya. [Identification of soil strength parameters for assessing stability of a sliding slope]. Osnovu i fundamenty: Mizhvidomchyj naukovo-tekhnichnyj zbirnyk. Kyiv: KNUBA, 49 , 17-27 (in Ukrainian).
Basarab, V., Umanets, I., & Sausheva, L. (2021). Metodyka vyboru kompleksu zasobiv dlya ushchilʹnennya gruntiv pazukh kotlovaniv i transhey na tekhnichniy osnovi. [Methods of choosing a set of means for compacting the soils of the sinuses of ditches and trenches on a technical basis]. Osnovu i fundamenty: Mizhvidomchyj naukovo-tekhnichnyj zbirnyk. Kyiv: KNUBA, 43, 67-78 (in Ukrainian).
Kompleks protyavariynykh robit v zoni sporudy pryymalʹnoho prystroyu zerna z avtotransportu na dva proyizdy (zamyvann-ya piskom poverkhnevykh, pidsylennya os-nov fundamentiv, pidsylennya osnov pid dorozhnim pok-ryttyam, pidsylennya osnov pid vymoshchennyam, hidroizolyatsiyni ro-boty zavalʹnymy yamy) za ad-resoyu: Kiro-vohradsʹka obl., Novohorodkivsʹkyy r-n, s. Kutsivka, vul. Pryvokzalʹna, 14. [A complex of emergency works in the area of construc-tion of a grain receiving device from motor vehicles for two passes (sand washing of the surface, strengthening of the foundation ba-ses, strengthening of the foundations under the road surface, strengthening of the foun-dations under the paving, waterproofing works with backfill pits) at the address: Ki-rovohrad region., Novohorodkivskyi district, village Kutsivka, str. Privokzalna, 14]. Ge-otechnical works. Dynamic probing of soils. Acceptance control. 020721. Fin-V. FOP Yazvinsky O.V. 2021. (in Ukrainian).
Kompleks protyavariynykh robit v zoni sporudy pryymalʹnoho prystroyu zerna z avtotransportu na dva proyizdy (zamyvann-ya piskom porozhnyn, pidsylennya osnov funda-mentiv, pidsylennya osnov pid dorozhnim pok-ryttyam, pidsylennya osnov pid vymoshchennyam, hidroizolyatsiyni ro-boty zavalʹnoyi yamy) za adresoyu: Kiro-vohradsʹka obl., Novhorodkivsʹ-kyy r-n., s.Kutsivka, vul.Pryvokzalʹna. [A complex of emergency works in the area of the construc-tion of a grain receiving device from motor vehicles for two passes (sanding of cavities, strengthening of the foundation bases, strengthening of the foundations under the road surface, strengthening of the founda-tions under the paving, waterproofing works of the backfill pit) at the address: Kirovohrad region, Novgorodkiv district, Kutsivka vil-lage, Pryvokzalna street 14]. Technical solu-tion. "Express injection technologies" LLC. — 2021. (in Ukrainian).
Technical testing regulations for soil and rock in road construction. TP BF-StB. Part B 8.3. Dynamic Plate Load Testing with the Light Drop-Weight Tester. (2012). Köln: Wesselinger Straße, 14.
Doslidzhennia ta vyprobuvannia heotekh-nichni. Chastyna 2. Polove vyprobuvannia dy-namichnym zonduvanniam (ISO 22476-2:2005, IDT). DSTU ISO 22476-2:2008. (2008) Kyiv: DP "UkrNDTs", 23 (in Ukrainian).
EN 1997-2. European standard. Euro-code 7 – Geotechnical design – Part 2: Ground investigation and testing. (2007) Brussels, 195