Relevant bibliographies by topics / Pile raft foundation

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Pile raft foundation'

Author: Grafiati
Published: 4 June 2021
Last updated: 26 July 2025

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Journal articles on the topic "Pile raft foundation"

1

Sharma, V. J., S. A. Vasanvala, and C. H. Solanki. "Behaviour of Load-Bearing Components of a Cushioned Composite Piled Raft Foundation Under Axial Loading." Slovak Journal of Civil Engineering 22, no. 4 (2014): 25–34. http://dx.doi.org/10.2478/sjce-2014-0020.

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Abstract In the last decade piled raft foundations have been widely used around the world as intermediate foundation systems between piles and rafts to control the settlement of foundations. However, when those piles are structurally connected to rafts, relatively high axial stresses develop in relatively small numbers of piles, which are often designed to fully mobilize their geotechnical capacities. To avoid a concentration of stress at the head of piles in a traditional piled raft foundation, the raft is disconnected from the piles, and a cushion is introduced between them. Also, to tackle
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Gunawan, H., L. Flessati, and P. Marveggio. "Optimizing foundation performance: the impact of raft on piled raft foundation in sand." Géotechnique Letters 15, no. 2 (2025): 1–5. https://doi.org/10.1680/jgele.24.00136.

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Conventional piled foundation designs tend to be overly conservative since the beneficial role of the raft is often neglected by assuming the piles to be the only part of the structure interacting with the soil. The contribution of the raft to the global response of the foundation is particularly important in the case of “large” piled rafts, where the pile length is comparable to the raft width. This configuration, although not theoretically optimal, is common for existing foundations of bridges and high-rise buildings. Although the beneficial effect of raft–pile–soil interaction on both beari
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Dhage, Amit, and S. S. Solanke. "Comparative Analysis of Raft, Pile & Piled Raft Foundation using Designing Software." IOP Conference Series: Earth and Environmental Science 1193, no. 1 (2023): 012006. http://dx.doi.org/10.1088/1755-1315/1193/1/012006.

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Abstract Raft foundations are essentially a slab that extends the entire length of the building, sustaining and dispersing its mass to the earth. A pile foundation is a collection of columns that are erected or inserted into the ground to distribute weight to the subsoil underneath. A pile is a long, cylindrical construction made made of a sturdy substance such as concrete. Building loads are transferred to hard strata, rocks, or high-bearing-capacity soil using piles. Pinned raft foundations are a combination of a pile and a raft slab. They’re frequently used for large structures and when the
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Rahman, Arief, Ferry Fatnanta, and Syawal Satibi. "Analysis of the capability of pile assembly foundations in soft soil in physical modeling of variationsiin laboratory scale distances." astonjadro 12, no. 1 (2023): 136. http://dx.doi.org/10.32832/astonjadro.v12i1.8139.

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<p>The capacity of raft foundations, pile foundations and pile rafts on soft soil with variations in the distance between the piles. Perform analysis of the carrying capacity and settlement of each foundation test and then compare the results of the theoretical carrying capacity research with the analysis of carrying capacity calculations. The implementation of the test prepares the test along with samples of the raft foundation, pile foundation and pile raft foundation. The test were carried out using a gradual load then a dial gauge is placed at both ends of the sample raft and the loa
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Al-Mosawi, Mosa J., Mohammed Y. Fattah, and Abbas A. O. Al-Zayadi. "EXPERIMENTAL OBSERVATIONS ON THE BEHAVIOR OF A PILED RAFT FOUNDATION." Journal of Engineering 17, no. 04 (2011): 807–28. http://dx.doi.org/10.31026/j.eng.2011.04.13.

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The piled raft is a geotechnical composite construction consisting of three elements: piles, raft and soil.In the design of piled rafts, the load shared between the piles and the raft, and the piles are used up to aload level that can be of the same order of magnitude as the bearing capacity of a comparable singlepile or even greater. Therefore, the piled raft foundation allows reduction of settlements in a veryeconomic way as compared to traditional foundation concepts.This paper presents experimental study to investigate the behavior of piled raft system in sandysoil. A small scale “prototyp
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Melese, Fekadu. "Improved Performance of Raft Foundation Using Detached Pile Columns in Loose Subsoil Conditions." Advances in Civil Engineering 2022 (March 8, 2022): 1–18. http://dx.doi.org/10.1155/2022/4002545.

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Piles act as settlement reducers in case of connected piled-raft foundation and hence decrease the settlements of the raft. The design concept of the connected piled-raft foundations is to lessen the number of piles and utilize the bearing capacity of the system piled raft. Due to significant straining actions at the pile head-raft connection, an alternative technique is proposed to disconnect the piles from the raft. A granular layer (cushion) beneath the raft is incorporated. The disconnection has a beneficial effect on reducing axial load compared to connected piles. For small piled rafts,
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Kannaujiya, Pratish, and Vijay Kumar Srivastava. "Behavior of Different Configuration of Piled Raft Foundation for a High-Rise Building by using FEM." IOP Conference Series: Materials Science and Engineering 1236, no. 1 (2022): 012006. http://dx.doi.org/10.1088/1757-899x/1236/1/012006.

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Abstract In this paper, the numerical simulation is performed on two piled raft configurations having uniform loading on a piled raft foundation. To investigate the interaction between various parameters of pile soil foundation with varying components of its length of pile, diameter and raft thickness. These components are critical for increasing the foundation’s bearing capacity. It’s important aspect to achieve a reliable design to optimize piled raft foundations subjected to uniformed load- settlement behaviors of the curves. These load – settlements are basically depending on the changing
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Alhassani, Athraa Mohammed Jawad, and Ala Nasir Aljorany. "Parametric Study on Unconnected Piled Raft Foundation Using Numerical Modelling." Journal of Engineering 26, no. 5 (2020): 156–71. http://dx.doi.org/10.31026/j.eng.2020.05.11.

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Piled raft is commonly used as foundation for high rise buildings. The design concept of piled raft foundation is to minimize the number of piles, and to utilize the entire bearing capacity. High axial stresses are therefore, concentrated at the region of connection between the piles and raft. Recently, an alternative technique is proposed to disconnect the piles from the raft in a so called unconnected piled raft (UCPR) foundation, in which a compacted soil layer (cushion) beneath the raft, is usually introduced. The piles of the new system are considered as reinforcement members for the subs
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Chore, Hemant, Junaid Siddiqui, and Ashish Kishore. "Parametric Investigations into the Analysis of Piled Raft for Multi-Storeyed Building." Journal of Civil Engineering Frontiers 3, no. 02 (2023): 67–73. http://dx.doi.org/10.38094/jocef30260.

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This paper presents the analysis of the piled raft for a 50-story building using an approximate method to estimate the settlement and load distribution of the foundation. The pile and soils are considered to be interacting springs, and the raft is represented as a thin plate. The model takes into account both the resistance of the piles and the resistance of the raft foundation. It is calculated how the raft, soil, and pile interact. The suggested technique enables the use of the finite element based program ETABS to quickly address the issues of small, non-uniformly arranged rafts and big, no
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Bralović, Nemanja, Iva Despotović, and Danijel Kukaras. "Experimental Analysis of the Behaviour of Piled Raft Foundations in Loose Sand." Applied Sciences 13, no. 1 (2022): 546. http://dx.doi.org/10.3390/app13010546.

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This paper presents the experimental analysis that was conducted on small-scale 1g physical models of piled raft foundation structures with a group of 2 × 2 piles in loose sand. The purpose of the piles was to reduce the settlement of the raft. The test program included twelve experiments, three of which were conducted on a raft alone and nine on piled rafts at pile distances of 3d, 4d, and 5d and pile lengths of 10d, 20d, and 40d, where d is pile diameter. The test results show that the current conventional approach to design of piled raft foundations, at a high safety load factor in piles th
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Dissertations / Theses on the topic "Pile raft foundation"

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Ayfan, Emad. "Design method for axially loaded piled raft foundation with fully mobilised friction piles." Doctoral thesis, Universite Libre de Bruxelles, 2012. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/209604.

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In the present work, a settlement-based method is proposed to design piled raft foundation. The proposed design method is found to be very efficient, economical and requires less calculation time. Simple software can be used to execute all the interactions and loop calculations.<p>Unlike methods with numerical techniques, there are practically no limitations for the number of individual piles under the raft, size of the group and the group shape or layout. It can also be applied to piles with different length or piles that are located within multi-layered soils.<p>The raft is designed first ac
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Fatemi-Ardakani, B. "A contribution to the analysis of pile-supported raft foundation." Thesis, University of Southampton, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.379319.

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Bohn, Cécilia. "Serviceability and safety in the design of rigid inclusions and combined pile-raft foundations." Thesis, Paris Est, 2015. http://www.theses.fr/2015PEST1096/document.

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Les inclusions rigides sont un concept récent développé dans le prolongement des fondations mixtes, avec un matelas de transfert de charges entre les colonnes et la structure. Des méthodes de calculs et des concepts de sécurité existent pour ces systèmes combinés, notamment en France où le module pressiométrique mesuré et les recommandations ASIRI (IREX 2012) pour les inclusions rigides sont utilisés. Le dimensionnement classique des pieux basé sur une simple vérification de la portance des colonnes isolées ne peut pas être appliqué à ces systèmes combinés. Les tassements peuvent être plus imp
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Saglam, Neslihan. "Settlement Of Piled Rafts: A Critical Review Of The Case Histories And Calculation Methods." Master's thesis, METU, 2003. http://etd.lib.metu.edu.tr/upload/1223379/index.pdf.

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In this study, settlement analysis of pile groups by hand calculation methods were investigated. Settlement ratio, equivalent pier, and equivalent raft methods were studied. Variations in some of the calculation methods were noted, and some suggestions were given. More than thirty piled raft foundation case histories whose foundation and soil properties known have been found. The settlement of piled foundation in each case was solved by these methods. Results obtained from the calculations following different methods were presented for each case in the form of tables and graphs. Measured and c
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Yilmaz, Beren. "An Anlaytical And Experimental Study On Piled Raft Foundations." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12611500/index.pdf.

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Two different concepts and design procedures namely settlement reducing piles and piled raft foundations have been studied independently in this thesis. A laboratory study is conducted on model rafts with differing number of model settlement reducing piles. Pile length, pile diameter, type of soil and size of raft are kept constant and settlements are measured under sustained loading. Remolded kaolin is consolidated under controlled stresses before tests are performed in model boxes. The tests are conducted under two sustained loadings of 75 kPa and 40 kPa. 0(raft), 16 and 49 number of piles a
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Stacul, Stefano [Verfasser], and Joachim [Akademischer Betreuer] Stahlmann. "Analysis of piles and piled raft foundation under horizontal load / Stefano Stacul ; Betreuer: Joachim Stahlmann." Braunschweig : Technische Universität Braunschweig, 2018. http://d-nb.info/1175815330/34.

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Stacul, Stefano Verfasser], and Joachim [Akademischer Betreuer] [Stahlmann. "Analysis of piles and piled raft foundation under horizontal load / Stefano Stacul ; Betreuer: Joachim Stahlmann." Braunschweig : Technische Universität Braunschweig, 2018. http://nbn-resolving.de/urn:nbn:de:gbv:084-2018061815086.

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GIRETTI, Daniela. "MODELLING OF PILED RAFT FOUNDATIONS IN SAND." Doctoral thesis, Università degli studi di Ferrara, 2010. http://hdl.handle.net/11392/2389285.

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A piled raft is a composite foundation in which the piles are used as settlement reducers and they share, with the raft, the load from the superstructure. The applied load is transferred from the raft to the shallow soil and to the pile heads, and from the piles it is diffused through the shaft and the base to deeper soil. The pile–raft and pile–pile interactions represent the distinctive aspect of the piled raft foundations since they modify the load–bearing behaviour of each foundation component, compared to an analogous isolated element, thus determining the overall foundation behav
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Giannopoulos, Konstantinos. "Numerical analysis of the reuse of piled raft foundations." Thesis, Imperial College London, 2011. http://hdl.handle.net/10044/1/9101.

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This thesis considers the reuse and the optimum design of piled raft foundations using numerical analysis. The solution proposed for reusing foundations is the design of a piled raft foundation capable of supporting successive buildings. A raft foundation, with a limited number of piles located strategically beneath the raft and utilising a high proportion of the ultimate load capacity, is considered the most efficient design when the raft foundation alone provides sufficient load capacity, but at the same time settlements are excessive. This is the case in high plasticity stiff clays such as
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Wang, Shenzhi, and 王慎之. "Field monitoring and numerical analysis on piled-raft foundation : case study." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2014. http://hdl.handle.net/10722/209499.

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This thesis presents the result of detailed back-analysis, using three-dimensional finite-element analysis, of the instrumented piled-raft foundation in monitoring site. The piled-raft foundation is a composite foundation structure that consisting of piles, raft and surrounding soils acting as a whole system. To check the reliability of soil taking load under the raft and obtain a reasonable value of load proportion taken by piles for the soil conditions in Hong Kong, a piled-raft foundation was partially instrumented in the monitoring site. The pile head loading, raft-soil contact pressure
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Books on the topic "Pile raft foundation"

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Hwang, Junggeun. Centrifuge Modeling of the Piled Raft Foundation of a High Rise Building. [publisher not identified], 2022.

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Viggiani, Carlo, Alessandro Mandolini, and Gianpiero Russo. Piled Raft Foundations. Taylor & Francis Group, 2013.

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Australia, University of Western, ed. Numerical analysis of piled raft foundations. 1994.

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Practical methods for the analysis of piled raft foundations : computer-aided analysis, design charts, simplified methods. Lambert Academic Publishing, 2009.

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Book chapters on the topic "Pile raft foundation"

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Farid, Ahmed T., and Mostafa A. Yousef. "Enhancement of Raft Foundation Using Micro Pile Technique." In Innovative Solutions for Deep Foundations and Retaining Structures. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-34190-9_10.

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Golchha, Shreyansh Kumar, Jay Kumar Shukla, and Nitin H. Joshi. "Analysis of Pile Group and Piled Raft as a Foundation System." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-3383-6_66.

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Gupta, Shailja, V. A. Sawant, and P. K. Gupta. "State of the Art on Combined Pile Raft Foundation." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4005-3_14.

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Hamada, Junji, Kiyoshi Yamashita, and Kazutomi Nakane. "Settlement behavior of piled raft foundation supporting residential building adjacent to tall pile foundation building." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_2.

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Samorodov, O., S. Tabachnikov, O. Dytiuk, et al. "Field investigations of combined raft-pile foundation with adjustable interaction between the raft and the piles." In Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. CRC Press, 2024. http://dx.doi.org/10.1201/9781003431749-134.

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Cheng, Yung Ming, Chi Wai Law, and Leilei Liu. "Analysis and design of footing, raft foundation and pile cap." In Analysis, Design and Construction of Foundations. CRC Press, 2021. http://dx.doi.org/10.1201/9780429293450-4.

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Vijaykumar, S. K. Prasad, and L. Chethan. "Study on Mechanism of Load Transfer in Pile Raft Foundation." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1741-5_13.

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Ming Cheng, Yung, Chi Wai Law, and Leilei Liu. "Analysis and design of footing, raft foundation and pile cap." In Analysis, Design and Construction of Foundations, 2nd ed. CRC Press, 2024. http://dx.doi.org/10.1201/9781032650586-4.

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Mirsayapov, Ilizar, and Marat Shakirov. "Deformation Features of Raft-Pile Foundation Models Under Cyclic Loading." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80103-8_22.

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Mirsayapov, Ilizar, Marat Shakirov, and Danil Sabirzyanov. "Field Tests of Combined Pile Raft Foundation Under Cyclic Loading." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80103-8_19.

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Conference papers on the topic "Pile raft foundation"

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Sandamal, N. G. T. M., M. T. R. Jayasinghe, and L. I. N. De Silva. "Cellular pile raft foundations for lightweight multi-storey buildings." In Civil Engineering Research Symposium 2024. Department of Civil Engineering, University of Moratuwa, 2024. http://dx.doi.org/10.31705/cers.2024.40.

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The global demand for housing and urban land scarcity has driven the need for multistorey buildings. The substructure design plays a crucial role in ensuring the stability of these structures, as traditional foundation methods, like piled or piled raft foundations, are essential for distributing the substantial loads. However, the high costs associated with these systems have prompted the e ploration of alternative foundation designs This study’s approach seeks to optimize foundation construction by reducing costs without compromising structural integrity, making it a viable solution for susta
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MOON, JOON SHIK, and WOOJEONG PARK. "Analysis of Piled Raft Foundation Behavior Considering Raft Pile Soil Interaction." In International Conference on Advances in Civil, Structural and Mechanical Engineering - ACSM 2015. Institute of Research Engineers and Doctors, 2015. http://dx.doi.org/10.15224/978-1-63248-039-2-27.

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Fellenius, Bengt. "US vs EU codes." In DFI-EFFC International Conference on Deep Foundations and Ground Improvement. European Federation of Foundation Contractors and Deep Foundations Institute, 2025. https://doi.org/10.37308/dfieffc25.1650101.

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The forthcoming update of the US AASHTO Specs will agree with the Canadian building code and the US Corps of Engineers code in regard to the analysis and design of piled foundations. Case histories on observations on full-scale piled rafts are reviewed and show that the response of interior and perimeter piles differ. Single piles and perimeter piles engage the soil from the ground downward. In contrast, interior piles engage the soil from the pile toe level upward. Interior piles and soil have strain compatibility, which determines the distribution of load between the piles, the raft contact
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Raju, Devika. "AN EXPERIMENTAL INVESTIGATION ON BEHAVIOUR OF TIMBER PILE GROUPS IN SANDY SOIL." In International Conference on Innovations in Computing Materials & Communication Technologies. San International Scientific Publications, 2023. http://dx.doi.org/10.59646/proceedings/003.

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Pile raft foundation is relatively new approach for design of pile group in which pile cap was considered in contact with soil and designed as raft that transfer partial load of superstructure to soil. The design of pile raft foundation is no t a simple problem as many interaction effect as pile to pile, pile to soil, pile to raft and raft to soil are involved and effect the design considerable. In this study, an experimental investigation has been carried out on a sufficiently large model in laboratory to observe the effect of various parameters such as effect on load carrying capacity of pil
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Leppla, Steffen, and Arnoldas Norkus. "ON APPLICATION OF COMBINED PILE-RAFT FOUNDATIONS FOR ROAD STRUCTURES." In 11th International Conference “Environmental Engineering”. VGTU Technika, 2020. http://dx.doi.org/10.3846/enviro.2020.829.

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Roads and road infrastructure systems are designed to satisfy ultimate and serviceability conditions under long-term actions caused by transport loadings and environmental effects. Selected design solutions must be safe and rational in terms of construction and maintenance costs. In cases when weak or soft soil layers of natural soil profiles are shallow and/or the traffic loads are very large, the Combined Pile-Raft Foundation (CPRF) is the economical road and railway structure design solution. Application of CPRF is cheaper geotechnical solution comparing with soil change or usual piled foun
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Cao Van, Hoa, and Tuan Nguyen Anh. "Establishing a Graphical Method for Calculation of Raft Thickness in Piled Raft, Pile Group and Raft Foundation." In 2020 3rd International Conference on Information and Computer Technologies (ICICT). IEEE, 2020. http://dx.doi.org/10.1109/icict50521.2020.00056.

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Ravichandran, P. T., K. Divya Krishnan, and R. Lokeswaran. "Performance of disconnected pile raft foundation in cohesionless soil." In ADVANCEMENTS IN MATERIALS FOR CIVIL ENGINEERING APPLICATIONS. AIP Publishing, 2024. http://dx.doi.org/10.1063/5.0236820.

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Saady, Semaa Z. Al, and Mahdi Karkush. "Comparison review between behavior of connected and disconnected pile raft foundation." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON RESEARCH ADVANCES IN ENGINEERING AND TECHNOLOGY - ITechCET 2022. AIP Publishing, 2024. http://dx.doi.org/10.1063/5.0186106.

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Saha, Rajib, Sekhar Chandra Dutta, and Sumanta Haldar. "Influence of SSI on Soil-Pile Raft-Structure System: An Experimental Study." In International Symposium on Advances in Foundation Engineering. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-4623-0_158.

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Kumar, Sonu, and Ashutosh Kumar. "Behavior of Single Pile and Mono Pile-Raft Foundation under Hydraulic Loading Considering Hysteresis in Unsaturated Soils." In Geo-Congress 2023. American Society of Civil Engineers, 2023. http://dx.doi.org/10.1061/9780784484685.024.

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