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Journal articles on the topic 'Foundation design'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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1

Samorodov, O., O. Krotov, V. Mitinskiy, and I. Khrapatova. "A STRIP FOUNDATION WITH A LONGITUDINAL CUT-OUT IN THE BOTTOM OF A MASSIVE RETAINING WALL." Mechanics And Mathematical Methods 5, no. 1 (2023): 33–43. http://dx.doi.org/10.31650/2618-0650-2023-5-1-33-43.

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The paper analyzes the designs of traditional strip foundations with a flat bottom, the load from which causes the plane strain stress state of the soil base, and other variations of conventionally strip (continuous) foundations, which due to their shape (configuration) of the contact area with the base change its stress state, which enables designing more sustainable foundations for continuous buildings and structures. Proceeding from the solutions to the mixed problem of the theory of elasticity and plasticity using the Mohr-Coulomb criterion strength criterion, analytical studies of the dev

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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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3

DEMİRCİ, Hasan Emre. "Geotechnical Preliminary Design of Onshore Wind Turbine Foundations." Erzincan Üniversitesi Fen Bilimleri Enstitüsü Dergisi 16, no. 3 (2023): 756–81. http://dx.doi.org/10.18185/erzifbed.1306867.

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A simplified geotechnical design procedure for foundations of onshore wind turbines is often beneficial because it can provide the types and sizes of foundations required to perform financial feasibility analysis of a project, and can also be used for preliminary design. This study presents a simplified method for designing onshore gravity-based foundations based on limited required data, namely, loads acting on foundations, data provided by manufacturers, and soil properties. The detailed design issues that may be essential for the final design are also discussed. A flowchart of the design pr

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4

Zhu, Shezhou, Xu Li, Yi Li, Hemei Sun, and Xin Kang. "Thermo-Mechanically Coupled Settlement and Temperature Response of a Composite Foundation in Complex Geological Conditions for Molten Salt Tank in Tower Solar Plants." Processes 12, no. 11 (2024): 2602. http://dx.doi.org/10.3390/pr12112602.

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The degradation of complex geological structures due to thermo-mechanical cycling results in a reduction in bearing capacity, which can readily induce engineering issues such as uneven settlement, cracking, and even the destabilization of the foundations of molten salt storage tanks. This study establishes a foundational model for a molten salt storage tank through the use of COMSOL Multiphysics and conducts a numerical simulation analysis to evaluate the settlement deformation and temperature distribution of the foundation under the influence of thermo-mechanical coupling. Concurrently, the r

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Hassan, Osama A. B. "Effect of foundation designs of passive house on the thermal bridges at the ground." Journal of Engineering, Design and Technology 14, no. 3 (2016): 602–13. http://dx.doi.org/10.1108/jedt-09-2014-0059.

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Purpose This paper aims to understand the effect of different foundation designs of passive house on the resultant thermal bridges, at the junction between a wall and a slab on grade. Design/methodology/approach The linear thermal transmittances of some newly developed foundations of passive house are determined. The investigated foundation designs are L-element, U-element and foundation with foam glass technique. Findings It is found that the special design of passive house foundation can considerably influence the heat flow through thermal bridges. In this context, it is proposed a new found

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6

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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7

Sugimura, Yoshihiro. "Japan's foundation design guide." Batiment International, Building Research and Practice 16, no. 2 (1988): 109–21. http://dx.doi.org/10.1080/01823328808726876.

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8

Das, Braja M. "Tall building foundation design." International Journal of Geotechnical Engineering 14, no. 1 (2017): 128. http://dx.doi.org/10.1080/19386362.2017.1386433.

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9

Deng, Geng Qing, and Rong Wang. "Foundation Design for Reciprocating Compressor." Applied Mechanics and Materials 190-191 (July 2012): 1282–85. http://dx.doi.org/10.4028/www.scientific.net/amm.190-191.1282.

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The problem of the foundation design of the reciprocation compressor with four cylinders is investigated. Some useful terms are retained, which include possible vibration modes, fatigue failures, environmental demands etc. The selection foundations are typical and commonly used in many industry plants. Cross references have been made to other parts of the paper at each design step in order to illustrate the utilization of previously derived formulae.

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10

Malik, Syarif Abdillah, Rusliansyah Rusliansyah, and Muhammad Afief Ma’ruf. "INTEGRATED LABORATORY BUILDING FOUNDATION DESIGN OF LAMBUNG MANGKURAT UNIVERSITY IN BANJARBARU." CERUCUK 8, no. 3 (2024): 95. https://doi.org/10.20527/crc.v8i3.13397.

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ABSTRACT In planning a building construction, one of the aspects that What must beconsidered is the characteristics of the soil where the building will be erected, which willplay a role in supporting the structure.The foundation is a part of construction engineeringthat functions as a medium for channeling the load of the superstructure to the subsoilbeneath it. Types of foundations are generally divided into two categories, namely,shallow foundations and deep foundations. Shallow foundation is chosen if thecharacteristics of the soil right under the building are categorized as hard soil.In ge

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11

Jayesh, Magar, Kudtarkar Adit, Pachpohe Jayant, and Nagargoje Pranav. "Study and Analysis of Types of Foundation and Design Construction." International Research Journal of Engineering and Technology 7, no. 8 (2020): 3301–7. https://doi.org/10.5281/zenodo.3995061.

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12

Bessimbayev, Y. T., A. S. Shadkam, E. I. Kuldeev, Z. O. Zhumadilova, and U. T. Begaliev. "PECULIARITIES OF DESIGN OF VERTICALLY REINFORCED BASE OF SLAB FOUNDATIONS." BULLETIN of D. Serikbayev EKTU 4 (December 10, 2024): 228–39. https://doi.org/10.51885/1561-4212_2024_4_228.

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The analysis of experimental and theoretical studies of reinforcement of soil foundations to create an artificial foundation on weak soils is given. The aim of the present work is to develop a design solution of a vertically reinforced base of a slab foundation of a multi-storey building. The study is carried out on the example of the design solution of reinforcement of the foundation of a real object. The novelty of the work consists in determining the optimal parameters of the reinforcement grid and the length of reinforcement of the soil mass to ensure the bearing capacity and reduce the se

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13

Millen, Maxim, and John Hare. "Development of provisions for simplified design of rocking foundations." Bulletin of the New Zealand Society for Earthquake Engineering 58, no. 1 (2025): 40–51. https://doi.org/10.5459/bnzsee.1659.

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A simplified design procedure has been developed for potential inclusion within NZS1170.5 to allow rocking shallow foundations for low- to mid-rise buildings without special study. Rocking foundations allow a nonlinear uplift and soil yielding mechanism to form at the soil-foundation interface, and can significantly reduce the required size of foundations (or avoid requiring deep foundations) and reduce seismic demands on a building. The procedure has been used to design a series of buildings and the performance of these buildings has been evaluated using a displacement-based assessment proced

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14

Noman, Bilal Jabbar, and Bushra Suhale Albusoda. "Effect of Soil-Structure Interaction on the Response of Machine Foundation Subjected to Seismic Loading: A Review Study." Journal of Engineering 30, no. 04 (2024): 152–74. http://dx.doi.org/10.31026/j.eng.2024.04.10.

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This review provides a detailed look at the current knowledge and approaches related to Dynamic Soil-Structure Interaction (DSSI) in machine foundation design, focusing on its substantial impact on seismic response and structural stability. The significance of this interaction in structural design, especially in areas prone to seismic activity, is pivotal. The paper begins by exploring various modeling methods, like the Finite Element Method (FEM), highlighting their importance in understanding the intricate aspects of DSSI, such as energy loss and interface behavior. It is evident from the st

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15

Wu, Er Jun, and Wei Jiang. "Analysis on Contact Pressure Distribution and Design Model of Foundation Reinforcement." Advanced Materials Research 368-373 (October 2011): 1402–6. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.1402.

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With an independent foundation reinforced applying section-enlarging plan as an example, the contact stress distributions between foundation and groundsill in 6 conditions were analyzed by finite element method and the pattern of stress distributions were discussed. Variable parameters include values of load on foundation and compression modulus ratio K of new and old foundation. The result showed the ratio of old foundation’s contact pressure to that of new foundation was about equal to the K. Based on the analysis results, consider the two times loading effect, the force diagrams of foundati

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16

Tian, Weicong, Zhan Li, and Hongxia Wan. "Design and Analysis of a Novel Prefabricated Foundation for Substation Buildings." Buildings 14, no. 12 (2024): 4073. https://doi.org/10.3390/buildings14124073.

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In recent years, prefabricated components have been widely used in the construction of substation superstructures, while cast-in-place foundations remain the primary method for substation foundations. This paper presents and evaluates a novel prefabricated foundation design aimed at enhancing construction efficiency and load-bearing performance. The foundation features a modular design, with each module weighing only half that of a cast-in-place foundation of the same size, significantly improving construction convenience and transportation efficiency. The load-bearing performance of the found

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17

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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18

Naghibi, Farzaneh, Gordon A. Fenton, and D. V. Griffiths. "Probabilistic considerations for the design of deep foundations against excessive differential settlement." Canadian Geotechnical Journal 53, no. 7 (2016): 1167–75. http://dx.doi.org/10.1139/cgj-2015-0194.

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Current foundation design practice for serviceability limit states involves proportioning the foundation to achieve an acceptably small probability that the foundation settlement exceeds some target maximum total settlement. However, it is usually differential settlement that leads to problems in the supported structure. The design question, then, is how should the target maximum total settlement of an individual foundation be selected so that differential settlement is not excessive? Evidently, if the target maximum total settlement is increased, the differential settlement between foundation

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19

Jelušič, Primož, and Bojan Žlender. "Optimal Design of Reinforced Pad Foundation and Strip Foundation." International Journal of Geomechanics 18, no. 9 (2018): 04018105. http://dx.doi.org/10.1061/(asce)gm.1943-5622.0001258.

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20

Zhanabayeva, Assel, Nazerke Sagidullina, Jong Kim, Alfrendo Satyanaga, Deuckhang Lee, and Sung-Woo Moon. "Comparative Analysis of Kazakhstani and European Design Specifications: Raft Foundation, Pile Foundation, and Piled Raft Foundation." Applied Sciences 11, no. 7 (2021): 3099. http://dx.doi.org/10.3390/app11073099.

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The introduction of Eurocode in Kazakhstan allows for the application of modern technological innovations and the elimination of technical barriers for the realization of international projects. It is significant to study the international standards and design requirements provided in Eurocode. This study presents a comparative analysis of Kazakhstani and European approaches for the geotechnical design of foundations and provides the design methods in the considered codes of practice. Three different types of foundations (i.e., raft, pile, and piled raft foundations) were designed following SP

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21

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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22

Aarakshya Kandel. "Influence of Foundation Ground Material Stiffness on Structural Design Parameters of Culvert Foundations." International Journal of Scientific Research in Science and Technology 12, no. 1 (2025): 577–90. https://doi.org/10.32628/ijsrst2512121.

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Soil-structure interaction constitutes a pivotal consideration in the analysis and design of any infrastructure resting on the ground. The type of ground material on which the foundation rests have significant influence in the structural design of foundation of any structures. Three different ground material, namely medium dense soil, very soft rock or hard soil and rock with moderate jointing have been considered representing three distinct foundation materials to study the influence of changing stiffness of the foundation resting ground materials on important design parameters such as moment

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23

Alikonis, Antanas. "INFLUENCE OF CHANGE OF COMPACTED SAND STRUCTURE ON THE DESIGN STRENGTH OF SUBSOIL." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 4, no. 4 (1998): 283–91. http://dx.doi.org/10.3846/13921525.1998.10531419.

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The values of deformation modulus and strength properties of subsoil increases during compaction. The increase depends on the content, grading of the soil, mechanical influence on the soil and other properties. The influenced space with changed soil properties may be formed by tamping the pits for the foundation. It is very important by using physical and mechanical properties of natural soil to forecast the density of compacted soil. For this purpose we have to determine the maximum density value of dry soil and calculate the void ratio of the compacted soil. Change of sand soil density is lo

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24

Ojha, Devesh, and Rajendra Kr Srivastava. "Structural Design of Raft Foundation - A Case Study of Lucknow Region in Uttar Pradesh, India." Journal of Mechanical and Construction Engineering (JMCE) 1, no. 2 (2021): 1–22. http://dx.doi.org/10.54060/jmce/001.02.003.

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In this age of rapid growth in population in India, there is a scarcity of land in prime locations, especially in metro cities of the country. To overcome this problem, we are moving towards vertical constriction. The main problem in moving towards vertical construction is the foundation system, if the foundation system in high-rise buildings is not planned and designed smartly and economically then there are different problems related to the foundation system that is going to arise, the soil in that area also plays a very important role in designing of the economical and stable foundation sys

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25

Lo, K. Y., and B. H. Cooke. "Foundation design for the Skydome Stadium, Toronto." Canadian Geotechnical Journal 26, no. 1 (1989): 22–33. http://dx.doi.org/10.1139/t89-003.

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The construction of the Skydome Stadium will provide Toronto with the first multipurpose stadium in the world with a retractable roof. The foundation for the structure, with a diameter of about 210 m and a height of about 86 m, will be supported by several hundred columns, about 100 of which will have loadings up to 50 000 kN. The foundation rock is a shale with numerous highly weathered zones and clay seams. Laboratory tests to investigate the strength and deformation properties of these weak layers were performed. Field plate loading tests at two locations with three different size plates we

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26

Shafan, Tukashaba, and Ping Yi. "Comparative Analysis of Performance of Mat Foundations in Non-liquefiable and Liquefiable Soil." East African Journal of Engineering 7, no. 1 (2024): 187–99. http://dx.doi.org/10.37284/eaje.7.1.1991.

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This study investigates the behaviour and performance of mat foundations in non-liquefiable and liquefiable soil, aiming to provide insights for engineers under soil liquefaction conditions. Through finite element analyses, the study explores shallow foundation design complexities, assesses the bearing capacities of mat foundations under liquefaction soil characteristics, and offers data-driven design strategies for such conditions. The findings on mat foundations in liquefiable soil reveal that iterative dimension adjustments lead to significant enhancements in bearing capacity, hence exceedi

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27

Houlsby, G. T. "Interactions in offshore foundation design." Géotechnique 66, no. 10 (2016): 791–825. http://dx.doi.org/10.1680/jgeot.15.rl.001.

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28

TAKASE, Naoki, Masaki IKEGAME, Shiro TANAMURA, Akihiko NISHIMURA, and Masahiro KONDOU. "Seismic Design of Pile Foundation." Quarterly Report of RTRI 40, no. 3 (1999): 152–57. http://dx.doi.org/10.2219/rtriqr.40.152.

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29

Nicholls, Robert. "Backfill‐Stiffened Foundation Wall Design." Journal of Geotechnical Engineering 118, no. 11 (1992): 1822–35. http://dx.doi.org/10.1061/(asce)0733-9410(1992)118:11(1822).

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30

Villaggio, Piero. "How to design a foundation." International Journal of Solids and Structures 38, no. 48-49 (2001): 8899–906. http://dx.doi.org/10.1016/s0020-7683(01)00063-4.

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31

Ames, W. F. "Parallel program design — A foundation." Mathematics and Computers in Simulation 31, no. 6 (1990): 600. http://dx.doi.org/10.1016/0378-4754(90)90085-w.

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32

Woodward, P. K. "Foundation design, principles and practices." Engineering Structures 19, no. 4 (1997): 332–33. http://dx.doi.org/10.1016/s0141-0296(97)83358-5.

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33

Jesshope, Chris. "Parallel program design: a foundation." Microprocessors and Microsystems 13, no. 7 (1989): 484. http://dx.doi.org/10.1016/0141-9331(89)90152-x.

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34

Pender, M. J. "Aseismic pile foundation design analysis." Bulletin of the New Zealand Society for Earthquake Engineering 26, no. 1 (1993): 49–160. http://dx.doi.org/10.5459/bnzsee.26.1.49-160.

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    Methods of assessing, for preliminary design purposes, the stiffness and capacity of pile foundations under seismic forces are presented. Although the main thrust of the paper is to aseismic design the methods are applicable to other forms of dynamic excitation of pile foundations. Emphasis is placed on expressions for pile stiffness and capacity in the form of simple formulae that can be incorporated into spreadsheet or similar types of software. The use of the equations is illustrated with a number of worked examples. Where possible the methods are justified by da

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35

DESTEPHEN, R. A., and R. H. WARGO. "Foundation Design in Karst Terrain." Environmental & Engineering Geoscience xxix, no. 2 (1992): 165–73. http://dx.doi.org/10.2113/gseegeosci.xxix.2.165.

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36

Arif, M. Arif Rahman S., and Nilda Tri Putri. "ANALISA PERUBAHAN DESIGN PONDASI BAWAH ABUTMENT-1 JEMBATAN KIKUBA PULAU ENGGANO DARI PONDASI SUMURAN MENJADI PONDASI BORE PILE." Inersia: Jurnal Teknik Sipil 16, no. 1 (2024): 42–47. http://dx.doi.org/10.33369/ijts.16.1.42-47.

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Foundation is a structural element that functions as a support for the construction loads above it. These loads are transmitted to the soil, so the depth of the foundation must reach the depth of hard soil; therefore, the determination of the depth and type of foundation used must be based on soil investigation conducted during the bridge construction planning phase. The Kikuba bridge project is planned to use pile foundations with a depth of 5 meters. After conducting soil investigation using drilling equipment, the N-SPT 60 results for Abutment-1 were obtained at an average depth of 19 meter

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37

Nikiforov, S. V. "High-rise building foundation design of the Lakhta Center." Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture 26, no. 1 (2024): 179–93. http://dx.doi.org/10.31675/1607-1859-2024-26-1-179-193.

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The foundation is the most significant element of buildings. The foundation structure closely relates to the general construction of the building frame and is largely determined by soil conditions. High-rise buildings are complex engineering structures with increased requirements for strength, stability and durability. Therefore, their safety and durability depend on strength, deformity and stability of foundation. These principles allow creating foundations of the higher quality, bearing capacity, reliability, and durability.Purpose: Optimization of production processes in the construction of

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38

Magomedov, Marsel A. "Structural optimisation of shallow foundations for overhead power line." Journal «Izvestiya vuzov. Investitsiyi. Stroyitelstvo. Nedvizhimost»N 10, no. 2 (2020): 242–49. http://dx.doi.org/10.21285/2227-2917-2020-2-242-249.

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The present work is aimed at studying the design of shallow foundations for overhead power line the towers under complex engineering and geological conditions. The study investigates existing designs and reveals their main shortcomings. In order to increase structural stability in complex soil conditions, the experience of constructing overhead power line towers using a shallow foundation is considered. The proposed shallow foundation option demonstrates increased strength and structural reliability. The shallow foundation design was carried out using the SCAD design software analysing the fin

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39

Liu, Hong Bin. "Application of Rock Bolt Foundation in the Design of Metallurgical Industry Factory Building." Advanced Materials Research 168-170 (December 2010): 734–37. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.734.

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Metallurgical industry factory building is usually high. Under the action of wind load and horizontal crane force, large moment will be induced at the column base. That is to say, the moment acting on the foundation is large. The embedded depth is relatively deep and the size of factory building foundation is relatively big. In the case of foundations based on the natural rock, if the routine design code adopted, the high capacity of the rock can not be fully utilized. The use of bolt at the bottom surface of the foundation integrates the foundation and the natural rock, hence reduces the foun

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40

Wu, Chong Fu, and Shu Hong Liu. "Interaction Analysis of the Superstructure and Raft Foundation for Tall Building with Podium." Applied Mechanics and Materials 71-78 (July 2011): 1720–23. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.1720.

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Based on the three-dimensional computation model, the actual project ,a high-rise building with podiums on the jointless raft foundation, is made nonlinear numerical analysis, which aims at studying the characters of superstructure-foudation-soil’s interaction, and analyzing the stress features in raft foundations under the former interaction , the distribution of stresses on foundation plate，and the range of stress dispersion about subgrade reaction. Through the factors, which can affect superstructure-foudation interaction, are analyzed , such as superstructure’s stiffness, foundation’s stif

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41

Shaldykova, Assel, Sung-Woo Moon, Jong Kim, Deuckhang Lee, Taeseo Ku, and Askar Zhussupbekov. "Comparative Analysis of Kazakhstani and European Approaches for the Design of Shallow Foundations." Applied Sciences 10, no. 8 (2020): 2920. http://dx.doi.org/10.3390/app10082920.

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The design of shallow foundations is performed in accordance with different building regulations depending on geotechnical and geological conditions. This paper involves the design calculations applying Kazakhstani and European approaches. The design of shallow foundations in Nur-Sultan city in Kazakhstan was implemented by the calculation of bearing capacity and elastic settlement in accordance with the design procedures provided in SP RK 5.01-102-2013: Foundations of buildings and structures, and Eurocode 7: Geotechnical design. The calculated results of bearing capacity and elastic settleme

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42

Mei, Bi Xiang. "Study Finite Element Analysis of Monopile Foundation Based on Mechanical Mechanics and Properties of Steel Structure for Offshore Wind Turbines." Advanced Materials Research 743 (August 2013): 114–17. http://dx.doi.org/10.4028/www.scientific.net/amr.743.114.

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Statistical data shows that monopile foundation accounts for more than 65% of all foundations for offshore wind turbines,so it is of great engineering value to perform the research on the design and analysis of the monopile foundation. By its application environments and structure features,based on a design example of monopile foundation for a offshore wind farm,the paper performs the following sequence of works including the establishment of finite element model for monopile foundation, the calculation of foundation bearing capacity and deformation, modal analysis and fatigue analysis, etc.Th

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43

Song, Seung-Han, and Sean Seungwon Lee. "Finite Element Steady-State Vibration Analysis Considering Frequency-Dependent Soil-Pile Interaction." Applied Sciences 9, no. 24 (2019): 5371. http://dx.doi.org/10.3390/app9245371.

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The vibration response of equipment foundation structures is not only affected by the structural stiffness and mass, but also greatly influenced by the degree of a soil-foundation structural interaction. Furthermore, the vibratory performance of equipment foundation structures supported by pile systems largely depends on the soil-pile dynamic stiffness and damping, which are variable in nature within the speed range that machines operate at. This paper reviews a method for evaluating effective soil-pile stiffness and damping that can be computed by Novak’s method or by commercial software (DYN

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44

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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Sittisom, Prattakorn, Damrongsak Rinchumphu, Chinnapat Buachart, et al. "Computer Script Development in Dynamo-Revit Software for Building Foundation Design." Journal of Architectural/Planning Research and Studies (JARS) 22, no. 2 (2025): 271117. https://doi.org/10.56261/jars.v22.271117.

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Building Information Modeling (BIM) technology has transformed the construction industry, offering efficient data management and design processes. This study focuses on applying BIM to foundation design by developing a scripted prototype in Dynamo and Autodesk Revit to calculate the size of shallow foundations. The research integrates Revit for modeling and Dynamo for weight calculation, with the total weight exported to Microsoft Excel for foundation design based on Terzaghi’s bearing capacity theory. A closed-form cubic equation rapidly and accurately determined the foundation size. Unlike t

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Li, Guanhua, Rui Liu, Xu Dai, Shengfu Wang, Desheng Du, and Liang Wang. "Design of prefabricated foundation for 66kV tower assembly and simulation of mechanical properties and grounding current density distribution." Journal of Physics: Conference Series 2296, no. 1 (2022): 012023. http://dx.doi.org/10.1088/1742-6596/2296/1/012023.

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Abstract Most of the existing transmission line tower foundations are cast-in-place foundations, and there are many obvious disadvantages of this operation method, such as its long construction period, poor generality, and inability to construct in winter. In this paper, we propose an assembly type prefabricated foundation for 66kV transmission line towers. And use SOLIDWORKS to simulate and analyze the mechanical properties of the foundation, analyze the current density distribution of the designed foundation with CDEGS simulation, and add reinforcement cage to optimize its current density di

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Dems, K., and R. H. Plaut. "Design of beams, plates and their elastic foundations for uniform foundation pressure." Structural Optimization 2, no. 4 (1990): 213–22. http://dx.doi.org/10.1007/bf01748226.

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Ovchinnikova, Svetlana, Elena Schneider, and Alla Lyamina. "Design and technological methods for buildings and structures in bases and foundations." E3S Web of Conferences 371 (2023): 02048. http://dx.doi.org/10.1051/e3sconf/202337102048.

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Buildings and structures are erected on the foundation of ground or arranged in the soil column, and the subsoil can also be used as a building material. Its stability, durability, reliability and appropriate operation are determined not only by the structural qualities of the structure, but also by the properties of the foundation soil itself and the conditions of interaction between the structure and the foundation. Insufficiently studied engineering and geological conditions at the construction site, poorly designed bases and foundations, failure to considerably increase the weight of the b

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Soesanto, Edy, Dicky Muslim, Evie Hadrijantie Sudjono, and Cipta Endyana. "OFFSHORE SEABED PILE FOUNDATION ANALYSIS: SOIL-PILE INTERACTION AND LOAD CONDITIONS, AND DESIGN RECOMMENDATIONS." Rudarsko-geološko-naftni zbornik 40, no. 2 (2025): 27–42. https://doi.org/10.17794/rgn.2025.2.3.

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Offshore pile foundations are essential for supporting structures, such as wind turbines, oil platforms, and bridges. Important factors influencing soil-pile interactions and assessing the impact of various environmental loads, including axial, lateral, and moment loads. This study begins with a comprehensive review of the analytical and numerical methods used for pile analysis. This research aims to analyze the behavior of piles in the offshore seabed environment, taking into account various factors, such as soil-pile interactions, environmental load conditions, and the design of a sturdy pil

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Hou, Juan, Xin He, Shen Lu, and Yanxia Ma. "Integrated Plug High-Strength Geocell Reinforcement in Foundation Design for Square Footing." Applied Sciences 14, no. 13 (2024): 5547. http://dx.doi.org/10.3390/app14135547.

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This paper develops an analytical model to calculate the ultimate bearing capacity of the integrated plug high-strength geocell (IPGC)-reinforced foundation under a square footing. The high strength and stiffness of the geocell wall and the typical failure of the integrated plug-in joint tearing were considered. The ultimate bearing capacity of the IPGC-reinforced foundation was calculated in two separate parts. The ultimate bearing capacity of an unreinforced foundation was calculated using the modified Terzaghi equation. The increased bearing capacity of the IPGC was calculated as the functi

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