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Journal articles on the topic 'Soils and foundations'

Author: Grafiati

Published: 5 June 2025

Last updated: 1 August 2025

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1

Salih, Salah M. "Suggesting Some Criteria for The Foundations of Oil Tanks." Journal of Petroleum Research and Studies 15, no. 2 (2025): 195–211. https://doi.org/10.52716/jprs.v15i2.952.

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The tank foundation serves as a support base for oil tanks, ensuring their stability by withstanding the tank's weight. Foundation failure commonly occurs when it cannot support the tank's weight or when the soil's bearing capacity cannot resist the stress imposed by the tank and its foundation. This study aims to ensure the stability of the tank-foundation system by selecting an appropriate foundation system that considers the soil's bearing capacity. The deformation behavior of slab-foundations for tank foundations under different conditions, with the objective of determining the optimal des

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2

Hope, V. "Soils and Foundations." Geotechnical Engineering 155, no. 2 (2002): 147–48. http://dx.doi.org/10.1680/geng.155.2.147.38658.

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3

Shesternev, Danil D. "Changes in physical and mechanical properties of soils due to anthropogenic impact on the territory of Chita." Nexo Revista Científica 34, no. 04 (2021): 1499–514. http://dx.doi.org/10.5377/nexo.v34i04.12696.

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When constructing buildings and engineering structures it is necessary to make a pit for the foundation construction. Excavation works, construction of buildings and engineering structures change the deformation-strength properties of soils, which lie under the foundations. To study the changes in engineering-geological conditions during 2016-2018, on one of the construction sites in Chita (Russia), a well was made to take a soil sample and laboratory studies on physical and mechanical properties of soils were performed. As a result of the studies, it was established that the deterioration of

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4

Hope, V. "Monitor: Soils and Foundations." Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 155, no. 2 (2002): 147–48. http://dx.doi.org/10.1680/geng.2002.155.2.147.

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5

Ho, David Y. F. "Foundations on expansive soils." Canadian Geotechnical Journal 26, no. 4 (1989): 770–71. http://dx.doi.org/10.1139/t89-099.

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6

Mahmood, Alaa Y., and Amina A. Khalil. "Experimental Study for Load-Settlement Behavior of Flat and Shell Footings on Sandy Silt Soil." E3S Web of Conferences 427 (2023): 01017. http://dx.doi.org/10.1051/e3sconf/202342701017.

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Shell foundations are often used to raise the carrying capacity of a structure on weak soils. In cases where large superstructure loads must be transferred to poorer soils, shell foundations are more cost-effective than ordinary shallow foundations. Advances in the study and design of shell-type foundations have shown their superiority over traditional footings in poorer soils. The current study aims to investigate shell shape’s influence on ultimate load capacity. Seven footing types’ models were created along with an appropriate testing box. The soil needed for the study was from the region

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7

Salnyi, Ivan, Maxim Stepanov, and Aleksandr Karaulov. "Experience in strengthening foundations and foundations on technogenic soils." E3S Web of Conferences 363 (2022): 02004. http://dx.doi.org/10.1051/e3sconf/202236302004.

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The article discusses modern methods of strengthening foundations on artificial bases that have received excessive precipitation and rolls. In the course of studies, it was found that the use of bored piles allows transferring the load to the underlying reliable foundation at any depth, and cementing the foundation soil contributes to improving the physical and mechanical characteristics of the backfill soil.

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8

Zhussupbekov, Askar, Assel Sarsembayeva, Baurzhan Bazarov, and Abdulla Omarov. "Experimental and Numerical Study of a Cone-Top Pile Foundation for Challenging Geotechnical Conditions." Applied Sciences 15, no. 14 (2025): 7893. https://doi.org/10.3390/app15147893.

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This study investigates the behavior and performance of a newly proposed cone-top pile foundation designed to improve stability in layered, deformable, or strain-sensitive soils. Traditional shallow and uniform conical foundations often suffer from excessive settlement and reduced capacity when subjected to vertical loads and horizontal soil deformations. To address these limitations, a hybrid foundation was developed that integrates an inverted conical base with a central pile shaft and a rolling joint interface between the foundation and the superstructure. Laboratory model tests, full-scale

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9

Sirwan, K., A. H. Majeed, and B. A. Wadood. "Consolidation characteristics of gypsiferous soils." Geological Society, London, Engineering Geology Special Publications 7, no. 1 (1991): 503–8. http://dx.doi.org/10.1144/gsl.eng.1991.007.01.47.

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AbstractRecently developed gypsiferous soils areas have posed unprecedented Problems in construction. Structures, buildings, leaking canals, and pipe works have cracked, tilted, and collapsed due to drop of strength and settlement on soaking: and in cases of continuous water seepage to foundations the soils were washed away.Immediate and long term continuous settlements are characteristic of gypsiferous soils: more over, sites' heterogeneity makes the design of foundations all the more difficult. On the other hand, the apparent strength of these soils, when they are dry, has led to errors whic

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10

Alnmr, Ammar, Richard Paul Ray, and Rashad Alsirawan. "A State-of-the-Art Review and Numerical Study of Reinforced Expansive Soil with Granular Anchor Piles and Helical Piles." Sustainability 15, no. 3 (2023): 2802. http://dx.doi.org/10.3390/su15032802.

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Expansive soils exist in many countries worldwide, and their characteristics make them exceedingly difficult to engineer. Due to its significant swelling and shrinkage characteristics, expansive soil defies many of the stabilization solutions available to engineers. Differential heave or settlement occurs when expansive soil swells or shrinks, causing severe damage to foundations, buildings, roadways, and retaining structures. In such soils, it is necessary to construct a foundation that avoids the adverse effects of settlement. As a result, building the structure’s foundations on expansive so

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11

Inzhutov, Ivan, Victor Zhadanov, Maxim Semenov, et al. "A comparative analysis of foundation design solutions on permafrost soils." E3S Web of Conferences 110 (2019): 01019. http://dx.doi.org/10.1051/e3sconf/201911001019.

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The article analyzes design solutions of foundations on permafrost soils, their advantages and disadvantages. Innovative design solutions that increase the energy efficiency of buildings are proposed. Examples of innovative foundations of platform type are given. Spatial ventilated foundations are less sensitive to soil deformation. The construction of such a foundation can be made of various materials such as reinforced concrete, metal and timber. A spatial foundation platform based on timber is proposed as one of the innovative examples, which is a promising constructive solution of foundati

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12

Clark, Jack I. "The settlement and bearing capacity of very large foundations on strong soils: 1996 R.M. Hardy keynote address." Canadian Geotechnical Journal 35, no. 1 (1998): 131–45. http://dx.doi.org/10.1139/t97-070.

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Strong soils are not typically problem soils, and hence their behaviour has not been extensively studied. Strong soils are best defined on the basis of their geologic history, but for this paper they can be roughly defined as cohesive soils with an N value of about 15 or over and cohesionless soils with N values over 30. Settlement of tall buildings on strong soils has always been of interest. The means of estimating settlement of the large foundations or pile foundations associated with these structures varies but is generally understood to be predominantly elastic. Although predictions of se

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13

Xu, Binhua, Ning He, and Denghua Li. "Study on the treatments and countermeasures for liquefiable foundation." MATEC Web of Conferences 272 (2019): 01012. http://dx.doi.org/10.1051/matecconf/201927201012.

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This paper summarizes the current treatments and countermeasures for liquefiable foundations, and divides the existing anti-liquefaction countermeasures into two categories. One of the ideas is proceeding from the properties of liquefiable foundation soils, by the means of improvement for the soil’s qualities to enhance the capacity of soil’s anti-liquefaction in the early stage. The other idea is considering from the stress conditions of liquefiable foundation soils, and to reduce the liquefaction-induced disasters by changing the stress conditions of the soil. The advantages and disadvantage

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14

Абжалимов, Раис, and Rais Abzhalimov. "The pattern of distribution of vertical stress of swelling of soil under foundations and underground structures." Construction and Architecture 4, no. 3 (2016): 60–67. http://dx.doi.org/10.12737/21848.

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Examines the pattern of distribution of vertical stress of swelling of soil under foundations and underground structures, stress-strain state (VAT) system, &#34;swelling soil-Foundation - structure&#34; for the strip Foundation and VAT for a square Foundation when uneven wetting of the Foundation soil. Provides recommendations for selection of type of foundations on swelling soils.

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15

Iai, Susumu, and Koji Ichii. "Soils and Foundations During Earthquakes." Soils and Foundations 50, no. 6 (2010): 937–53. http://dx.doi.org/10.3208/sandf.50.937.

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16

Khamesi, Seyed Omid, and Seyed Majdeddin Mir Mohammad Hosseini. "Numerical Study of Shallow Rocking Foundations Under Seismic Excitation and Lateral Monotonic Loadings." Slovak Journal of Civil Engineering 33, no. 1 (2025): 44–54. https://doi.org/10.2478/sjce-2025-0005.

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Abstract Recent studies have shown that the rocking of foundations and the yielding of soil can decrease the load transmission to a superstructure during earthquakes. However, more investigations should be carried out to make this design philosophy a practical solution among seismic engineers. The research presented applies the finite element method to study the response of single-degree-of-freedom systems constructed on soils of medium density with rocking foundations prone to lateral monotonic and ground motion loadings. Various dynamic analyses were performed in order to explore the role of

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17

ORLENKO, Mykola, Yulia IVASHKO, Dominika KUŚNIERZ-KRUPA, Ivan BUZIN, Andrii DMYTRENKO, and Jan MAGIERA. "Issues and Methods of Restoration of Kyivan Rus Period Foundation Masonry." International Journal of Conservation Science 15, SI (2024): 335–48. http://dx.doi.org/10.36868/ijcs.2024.si.25.

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Analysis of the main problems of the emergency state of the monuments shows that the main problem of disrupting the equilibrium of the statics of the “footing-foundation-structure” system is the uneven subsidence of the foundations, weak foundation soils, moistening of the foundation soils due to the violation or absence of waterproofing. The subsidence of footings and foundations, changes in hydrogeological conditions, the absence of blind areas and disorganized drainage from the basement, ageing of masonry solutions, a decrease in the strength and bearing properties of stone, brick and plint

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18

Liu, Xiteng, Dave H. Chan, and Brian Gerbrandt. "Bearing capacity of soils for crawler cranes." Canadian Geotechnical Journal 45, no. 9 (2008): 1282–302. http://dx.doi.org/10.1139/t08-056.

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Few studies have been carried out on the bearing capacity of soils for crawler cranes. Directly applying the bearing capacity equations used for shallow foundations to cranes often leads to conservative design. The total settlement is of less concern for cranes than for buildings, and cranes can normally tolerate larger differential settlements. Computer simulation and field studies have been carried out to study the allowable bearing capacity of soils for cranes. Equations modified from the traditional method to calculate the bearing capacity for shallow foundations have been proposed. In gen

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19

Al dabi, Sajjad Kamel, and Bushra Suhale Albusoda. "Skirted Foundation, Performance, Mechanism, and Limitations: A Review Study." Journal of Engineering 30, no. 10 (2024): 102–21. http://dx.doi.org/10.31026/j.eng.2024.10.06.

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Semi-deep foundations are a viable option when the soil under the foundation is loose and extended to a significant depth, also, when traditional methods of improvement are not feasible applying piles would not be a practical choice due to their high cost and time-consuming installation process. Skirted foundations are a sort of semi-deep foundation that can penetrate the soil to a depth that is twice their width. Skirted foundations, in which a vertical or inclined wall surrounds one or more sides of the soil mass under the footing, are recommended methods to increase the soil's bearing capac

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20

Mukhamejanova, Assel, Kalamkas Abdrakhmanova, Shamshygaiyn Toleubayeva, and Aigul Kozhas. "Foundation for waterlogged bases with conical void design." Technobius 3, no. 1 (2023): 0031. http://dx.doi.org/10.54355/tbus/3.1.2023.0031.

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The article presents hollow foundations that play a multifunctional role: drainage to accelerate the process of consolidation of weak water-saturated cohesive foundation soils, drainage in case of obvious underflooding, anti-barrage in case of latent underflooding, as well as compensating for possible swelling or frost heaving of the clay soils. The adopted design solution makes it possible to transfer the load from the foundation to the soil foundation that includes loose cavity filling material through a more developed support area than a foundation with a flat footing. Unlike the solid foun

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21

Marasanov, A. I., A. A. Sheikin, and I. V. Sheikin. "INTERACTION OF POST FOUNDATIONS AND FROZEN SOILS." World of Transport and Transportation 17, no. 5 (2020): 96–113. http://dx.doi.org/10.30932/1992-3252-2019-17-5-96-113.

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The frozen soils’ stress-strain state varies with time due to the internal soil rheological processes. Those processes become active within the thawing period of the active soil layer causing increase in settlement of the engineering structures’ foundations. Hence, creep processes and thawing of frozen soils should be considered when designing the transportation facilities for regions of the Far North and Siberia.The objective of the research is to develop a procedure for evaluating the variation in time of the stress-strain state of the frozen soil under the post footing of a bridge pier’s fo

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22

Yilmazoglu, Mehmet Ugur, and Askin Ozocak. "Bearing Capacity of Shallow Foundations on Unsaturated Silty Soils." Applied Sciences 13, no. 3 (2023): 1308. http://dx.doi.org/10.3390/app13031308.

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In general, the ultimate bearing capacity (UBC) of shallow foundations on unsaturated soils is characterized by the conventional shear strength (SS) parameters in which saturated theories are applied. However, in this case, it is clear that the foundations designed using the obtained values from the saturated cases not be economical. In recent years, procedures have been developed to estimate the UBC of foundations on unsaturated soils, that take into account drained and undrained loading conditions. However, these studies generally concentrate on sandy soils. The validity of the results propo

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23

L. М. Timofeeva and E. S. Krasnov. "MODERN METHODS OF REINFORCEMENT OF WEAK FOUNDATIONS OF ROADS." Bridges and tunnels: Theory, Research, Practice, no. 3 (May 27, 2015): 217–20. http://dx.doi.org/10.15802/bttrp2012/26553.

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The article discusses the method of reinforcing weak foundations of automobile roads in the Urals that uses soilcement piles produced through jet grouting. The article demonstrates that armed ground pile foundations lead to substantial increase of the bearing capacity of the foundation, however the effectiveness of the method largely depends on the thickness and the lithologic composition of the foundation soils.

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24

Polishchuk, A. I., and T. N. Gutnyk. "RATIONALE FOR THE METHOD OF DETERMINING THE DESIGN RESISTANCE OF FOUNDATION SOIL FOR FOUNDATIONS OF RECONSTRUCTED BUILDINGS." Construction and Geotechnics 12, no. 3 (2021): 5–13. http://dx.doi.org/10.15593/2224-9826/2021.3.01.

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The methods for determining the parameter of design resistance of foundation soil R for shallow foundations of reconstructed (restorable) buildings built on sandy and clayey soils are considered. It is established that during the long-term operation of buildings and structures such soils are compacted, and their properties usually improve. For the conditions of reconstruction and restoration of buildings, the parameter R is commonly referred to as the design resistance of compacted foundation soil Rup . The known methods of determination of Rup parameter published in works of Russian scientist

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25

Berlinova, Marina, and Alexandr Tvorogov. "Method of hardening the foundations and foundations of reconstructed buildings." E3S Web of Conferences 533 (2024): 02017. http://dx.doi.org/10.1051/e3sconf/202453302017.

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A method of strengthening soils and foundations of various buildings and structures, including construction objects of architectural and historical value, as well as during mass renovation in large cities in cramped conditions with a high density of existing buildings, is considered. A method of using a horizontal distributor by pushing circular elements in the form of steel-reinforced concrete constructions made of pipes filled with concrete is considered. The article analyzes the dependence of the radius of the compacted zone on the initial characteristics of the soil density and the diamete

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26

Hasanov, Davlatbek Davronbek o'g'li, and Almardon Turgunboy o'g'li Zokirov. "CONSTRUCTION OF GROUNDS AND FOUNDATIONS ON BULK SOIL." GOLDEN BRAIN 1, no. 28 (2023): 101–8. https://doi.org/10.5281/zenodo.10001710.

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This article describes the characteristics of cast-in-place soils, their storage time and variation depending on the conditions of origin, the organization of ground and foundation construction, the work done to strengthen the foundation soil or build pile foundations.

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27

Zhuk, Veronika, and Iryna Pavlenko. "Assessment of the stress-strain state of pile foundations of a multi-story building with possible water saturation of loess soil." Bases and Foundations, no. 45 (December 23, 2022): 40–54. http://dx.doi.org/10.32347/0475-1132.45.2022.40-54.

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The increase in the density of buildings leads to the need to set aside for development areas that were previously considered unfavorable from the point of view of the quality of the geological conditions. Deposits of loess rocks cover almost 80% of the territory of Ukraine. Such soils are characterized by a negative feature - the ability to rapidly reduce their mechanical properties in contact with liquid and to cause additional subsidence deformations. Based on this, a significant part of buildings and structures is erected in conditions of the possible occurrence of uneven deformations due

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28

Senjuntichai, Teerapong. "Horizontal Vibrations of Embedded Foundation in Multi-Layered Poroelastic Soils." Journal of the Civil Engineering Forum 5, no. 2 (2019): 179. http://dx.doi.org/10.22146/jcef.45381.

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In this paper, the dynamic response of rigid foundations of arbitrary shape embedded in multi-layered poroelastic soils subjected to time-harmonic horizontal loading is presented. The soil-structure interaction problem is investigated by employing a discretization technique and flexibility equations based on the influence functions obtained from an exact stiffness matrix scheme. The present solution scheme is verified with relevant existing solutions of rigid foundations on homogeneous elastic and poroelastic media. A selected set of numerical results are illustrated to portray the influence o

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29

Srihandayani, Susy. "Alternative foundation for reducing building losses due to foundation failure in soft soil." E3S Web of Conferences 156 (2020): 02006. http://dx.doi.org/10.1051/e3sconf/202015602006.

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Much damage to buildings occurs in areas that have soft soil layers due to the failure of the foundations. Besides, foundations in soft soils generally require very expensive construction. For this reason, proper research needs to help develop strong foundations that can be used on soft soils with relatively low cost. In this research, foundations with various diameters and depths were tested on soft soil. The foundations were made of PVC pipes with diameters of ½ ", 1", 2 " or 2.5" and the same depth. Soft soil in the form of clay with particle-sizes that passed filter No. 200 was used. Befor

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30

Samir, Parmar, and Patel R.M. "Bearing Capacity of Isolated Square Skirted Foundation on Cohesionless Soil: An Experimental and Analytical Study." Journal of Advances in Geotechnical Engineering 4, no. 2 (2021): 1–11. https://doi.org/10.5281/zenodo.5229164.

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Skirted foundations are being used increasingly for foundations of offshore structures, the popular name of that foundations is bucket foundations. The provision of skirts on the periphery of shallow foundation will result in increasing confinement of soil and hence improvement in state of stress as well as soil structure interaction. The present paper describes study of model square skirted foundation for axial loads in cohesionless soils. The parameters like aspect ratio of skirt (skirt length), skirt angle α, depth of placement of foundation are considered in experiments and compared

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31

NDINGA, Rodolphe Many. "Geotechnical calculations in the design of building foundations and building foundations in central Africa." Bases and Foundations, no. 49 (November 29, 2024): 104–12. https://doi.org/10.32347/0475-1132.49.2024.104-112.

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Summary. The main calculation methods for designing foundations and foundations in Central Africa are considered. The methodology for calculating foundations and foundations in Central Africa is analyzed and compared. Geotechnical calculations are an integral part of the design of foundations and foundations of buildings, especially in Central Africa, where geological, climatic and environmental factors can significantly affect the stability of structures. This work considers the main aspects affecting geotechnical calculations, including a detailed geological survey of the site, which allows

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32

I.B., Purtseladze, and Mirzahidova O.M. "EARTHWORKS AT THE DEVICE OF FOUNDATIONS." ИННОВАЦИОННЫЕ НАУЧНЫЕ ИССЛЕДОВАНИЯ 2022. 12-2(24) (December 28, 2022): 86–92. https://doi.org/10.5281/zenodo.7489744.

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This article discusses the methods of excavation in the foundation pit for foundations, methods of fixing the pit The bearing capacity of soils and the degree of its decrease in terms of physical and mechanical characteristics were determined

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33

Yue, Feng, Fusheng Wang, Senqing Jia, Ziyan Wu, and Zhen Wang. "Bending Analysis of Circular Thin Plates Resting on Elastic Foundations Using Two Modified Vlasov Models." Mathematical Problems in Engineering 2020 (July 6, 2020): 1–12. http://dx.doi.org/10.1155/2020/2345347.

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The influence of soil heterogeneity is studied on the bending of circular thin plates using two modified Vlasov foundation models. The model parameters are determined reasonably using an iterative technique. According to the principle of minimum potential energy and considering transversely isotropic soils and Gibson soils, the governing differential equations and boundary conditions for circular thin plates on two modified Vlasov foundations are derived using a variational approach, respectively. The determination of attenuation parameters is a difficult problem, which has hindered the furthe

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34

Morgun, Alla, Ivan Met, and Andrey Kozub. "MATHEMATICAL MODELING FOR MHE OF THE PROCESS OF STRENGTHENING OF FOUNDATIONS." Modern technology, materials and design in construction 33, no. 2 (2023): 147–52. http://dx.doi.org/10.31649/2311-1429-2022-2-147-152.

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Taking into account the presence of weak soils on the territory of Ukraine, additional vertical deformations occur in soil foundations, associated with a violation of their structure. Water saturation of such soils leads to a change in VAT and affects the conditions for the reliable operation of construction objects. In this regard, it becomes necessary to strengthen the foundations of these building objects, to improve the bearing capacity of these foundations. Therefore, in practice, the search for new ways to strengthen the foundations, improve their bearing capacity is constantly being car

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35

Kalantari, Behzad. "Foundations on collapsible soils: a review." Proceedings of the Institution of Civil Engineers - Forensic Engineering 166, no. 2 (2013): 57–63. http://dx.doi.org/10.1680/feng.12.00016.

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Neklyudov, V. S., Yu O. Targulyan, and A. B. Lolaev. "Multifunctional combined foundations on permafrost soils." Soil Mechanics and Foundation Engineering 29, no. 5 (1992): 164–67. http://dx.doi.org/10.1007/bf02094711.

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37

Ibragimov, Alexander M., Lyubov Yu Gnedina, and Svetlana V. Gerasimova. "Freezing and Thawing of Enclosing Structures and Foundation Soils Taking into Account the Effects of Solar Energy: Part 1. Theoretical Foundations of Freezing Wet Soils." Issue 01-2024, no. 01-2024 (February 2024): 70–79. http://dx.doi.org/10.33383/2023-069.

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The temperature and humidity state of the foundations and foundations in the climatic conditions of the Russian Federation is decisive in their design,it affects the bearing capacity, operational reliability, and durability of the foundations and the entire building. When designing foundations and foundations, they solve a set of tasks that are subordinated to one idea, so that the soil (base) he carried the load from the building or structure proposed to him, and the foundation structure itself would ensure reliable operation of the building or structure for the entire life cycle, since the f

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38

Mussakhanova, Saltanat, Assel Sarsembayeva, Askar Zhussupbekov, and Philip Collins. "Calculation and numerical modeling of the effect of heat and mass transfer on the properties of pile foundations in seasonally freezing soils." Technobius 4, no. 1 (2024): 0054. http://dx.doi.org/10.54355/tbus/4.1.2024.0054.

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The phenomenon of heat and mass transfer in seasonally freezing soils has a significant impact on the condition of pile foundations. Building structures constructed in such soils experience extremely negative consequences: frost heave, vibration dynamics, moisture mass transfer and soil weakening during the thawing. Seasonally freezing soils occupy most of the territory of Kazakhstan, and in most regions the depth of soil freezing exceeds 1.5 m, there are settlements where the index reaches 1.97 m (Semiyarka, East Kazakhstan region) and in the north of the country - 2.74 m (Arshaly, Akmola reg

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39

Zhussupbekov, Askar, Assel Sarsembayeva, Baurzhan Bazarov, and Abdulla Omarov. "Design of Conical Foundations with Increased Bearing Capacity in Areas of Undermined Soils." Applied Sciences 14, no. 5 (2024): 1816. http://dx.doi.org/10.3390/app14051816.

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This article discusses the foundations of a conical shape directed with their apex downwards to increase the cross-sectional area and, accordingly, the bearing capacity during settlement and under the influence of horizontal tensile strains in undermined areas. To simulate the deformability of undermined and seismically exposed foundations, a three-dimensional expandable box was manufactured and assembled. Models of a conical foundation with an aperture angle of the cones at 90° and 80° were buried into the soil at 0.75 of its height, in order to provide a safety margin for further loading due

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40

Bondarenko, Olexandr Ivanovych, Hennadii Heorhiyovych Strizhelchik, Iryna Viktorivna Khrapatova, Yevhen Petrovych Vasylenko, and Oleksandr Yevhenovych Liapin. "FEATURES OF FOUNDATION ARRANGEMENT IN FLOODED AND POTENTIALLY FLOODED TERRITORIES." Collection of Scientific Works of the Ukrainian State University of Railway Transport, no. 210 (December 13, 2024): 121–25. https://doi.org/10.18664/1994-7852.210.2024.320679.

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To address the challenges posed by unexpectedly waterlogged soils of soft-plastic and plastic consistency during the construction of underground parking lots and protective shelters, it is crucial to adopt effective foundation preparation methods. The most reliable approach involves the use of crushed stone cushions combined with formation drainage. However, the significant depth of the pits and the absence of gravity drainage often make this method impractical.For low-rise buried structures, a crushed stone cushion up to 30 cm thick is sufficient. This thickness is effective because the mass

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41

Kovrova, Viktoriia, and Viktoriia Volkova. "Analysis of the influence of different soil types on the natural frequencies of multi-storey reinforced concrete buildings." Strength of Materials and Theory of Structures, no. 111 (November 24, 2023): 172–77. http://dx.doi.org/10.32347/2410-2547.2023.111.172-177.

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According to current concepts, the construction of multi-storey and high-rise buildings is quite topical. Increasing the number of storeys and building density provokes an increase in loads and forces on the structural elements of the building, as well as on the soil base. It is necessary to take into account the mechanical characteristics of the soils underlying multi-storey buildings to improve the design models of objects when determining the forces and deformations in their elements. A vital indicator in monitoring the structural characteristics of buildings is global stiffness. Natural fr

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Pidlutskyi, Vasyl, and Oleksandr Lytvyn. "Formation of stress-strain state in the founda-tions of grain drying complexes when chang-ing soil parameters." Bases and Foundations, no. 41 (December 17, 2020): 55–63. http://dx.doi.org/10.32347/0475-1132.41.2020.55-63.

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The work of the pile foundation of the grain drying complex when changing the parameters of soils determined by laboratory and field methods has been studied. Two variants of calculations with the help of numerical modeling by the finite element method were carried out: 1) using the characteristics of soils, which were determined by laboratory methods; 2) using the characteristics of soils, which are determined by field methods. The stress-strain state of the foundation structures of the grain drying complex is analyzed in the work, namely: redistribution of forces in the piles, subsidence of

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Tyurin, M. A., M. E. Bocharov, V. A. Vorontsov, and A. V. Melnikova. "Improving the dependability of light vented foundations exposed to vibration load on frost soils." Dependability 21, no. 4 (2021): 3–11. http://dx.doi.org/10.21683/1729-2646-2021-21-4-3-11.

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Aim. Today, dynamically-loaded foundations of process equipment often prove to be oversized with significantly overestimated values of stiffness, mass and material consumption. Therefore, reducing the costs and time of construction of gas pipeline facilities, especially on permafrost, is of relevance to PJSC Gazprom. One of the primary ways of solving this problem is installing gas pumping equipment on light vented support structures. The disadvantage of such structures is the low vibration rigidity. A method [1] is proposed for improving the vibration rigidity of a foundation subjected to vib

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Alekseev, A. G., P. M. Sazonov, I. A. Dymchenko, and A. A. Alekseeva. "Negative forces on the lateral surface of metal pile foundations during sandy soil thawing." Bulletin of Science and Research Center of Construction 43, no. 4 (2024): 50–65. https://doi.org/10.37538/2224-9494-2024-4(43)-50-65.

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Introduction. Current Russian standards for the design of foundations on permafrost soils (SP 25.13330.2020) fail to sufficiently address the issue of accounting for negative forces during the thawing of the active layer when designing pile foundations in permafrost soils. As a result, designers face a choice either to account for negative forces, thereby increasing the reliability of the foundation design and its cost, or to neglect them, which reduces the cost of foundations but decreases their reliability. The present paper describes the results of studies on negative forces acting on the l

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Kornienko, Mykola, Veronika Zhuk, Samar Abed, and Igor Chegodaev. "EXPERIENCE OF FIXING A WEAK BASE FOUNDATION BY VERTICAL SOIL-CEMENT ELEMENTS USING DRILL-MIXING TECHNOLOGY." TECHNICAL SCIENCES AND TECHNOLOG IES, no. 2 (12) (2018): 290–96. http://dx.doi.org/10.25140/2411-5363-2018-2(12)-290-296.

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Urgency of the research. Most construction sites in Ukraine have soil conditions area created by weak soils. Permanent pursuit of economical of engineering solutions require the use of new design solutions in the construction on weak soils. Target setting. In the last years new ways to fixing base of foundations using drill-mixing technology are gaining popular-ity. In the process of drilling a special wing bit is a destruction of natural soil and mixing with cement solution. As a result of solidification mixture formed is solid soil-cement element. Actual scientific researches and issues anal

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Lushnikov, V. V. "THE WORD ABOUT THE FOUNDATION (OR THE FOUNDATION AS AN ANALOGUE OF THE SUPPORTS OF THE CREATIONS OF NATURE)." Construction and Geotechnics 10, no. 2 (2019): 14–25. http://dx.doi.org/10.15593/2224-9826/2019.2.02.

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The foundations that serve together with the soils of the foundations of buildings and structures are directly or indirectly borrowed by Man from what was created in Nature - supports of her living and non-living creations: the feet of Man or animals, the roots of plants. Different types of foundations have their counterparts in nature. It is interesting to see how and why these or other forms of Supports appeared, their sizes, how they change, adapt to changes in the environment during the existence of the creation of Nature. And how a Man can use the finds of Nature in his activities in the

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Navdeep, Mor, Kumar Lukesh, and Sharma Neeraj. "Stabilization of Red Soil Using Ground Granulated Blast Furnace Slag & Alccofine." RESEARCH REVIEW International Journal of Multidisciplinary 03, no. 10 (2018): 483–87. https://doi.org/10.5281/zenodo.1468916.

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Structure foundations need to be on stable and strong soils. Soils range in strength. Some soils are able to support a skyscraper, while other soils are not able to support the weight of a human. If the soil under a building is not stable, the foundation of the building could crack, sink, or worse–the building could fall. The strength and stability of soil depend on its physical properties. Soil with good structure is more stable. Clay textures are often more stable than sand textures because they have better structure. However, a mix of particle sizes (and pore sizes) is best for engine

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AL-Rawas, A. A. "State-of-the-Art-Review of Collapsible Soils." Sultan Qaboos University Journal for Science [SQUJS] 5 (December 1, 2000): 115. http://dx.doi.org/10.24200/squjs.vol5iss0pp115-135.

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Collapsible soils are encountered in arid and semi-arid regions. Such soils cause potential construction problems due to their collapse upon wetting. The collapse phenomenon is primarily related to the open structure of the soil. Several soil collapse classifications based on parameters such as moisture content, dry density, Atterberg limits and clay content have been proposed in the literature as indicators of the soil collapse potential. Direct measurement of the magnitude of collapse, using laboratory and/or field tests, is essential once a soil showed indications of collapse potential. Tre

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Polishchuk, Anatoly, Arkady Petukhov, Nadezhda Nikitina, and Ivan Semenov. "DESIGN OF FOUNDATION STRENGTHENING WITH PILES FOR THE RECONSTRUCTION OF BUILDINGS ON CLAY SOILS." International Journal for Computational Civil and Structural Engineering 21, no. 1 (2025): 222–32. https://doi.org/10.22337/2587-9618-2025-21-1-222-232.

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The paper presents the main stages of designing the strengthening of shallow foundations with piles made in clay soil (injection and bored-injection) for reconstructed buildings. Such foundations are often called combined foundations. The basic methods for installing these piles as part of reinforced foundations are presented, including injection cylindrical piles, bored-injection cylindrical piles of Titan and Atlant types, and bored-injection conical piles. The methodology of foundation strengthening design with the use of such piles is discussed. As a result of investigations of soil proper

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Dinesh ,, Mr Baala. "SOIL STRUCTURE INTERACTION AND STRUCTURAL RESPONSE USING DYNAMIC TEST SYSTEM." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 06 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem35390.

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Reducing the accessibility of real building sites has contributed to an expansion in the usage of smaller areas, in which the bearing limit of the fundamental sediments is exceedingly limited. The conventional strategy would be to get a deep and exclusive base for these weak stores. There is a necessity to create real-world provisions that have made ground improvement a significant exploration area. The settlement of shallow foundations and bearing capacity as a cost-effective foundation system. The foundation beds are laid on the thin soil in low-lying, poorly-drained soil. The resulting impr

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