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Comparative Analysis of Kazakhstani and European Design Specifications: Raft Foundation, Pile Foundation, and Piled Raft Foundation [PDF]
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.
Assel Zhanabayeva+5 more
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Effect of Pile's Number on the Behavior of Piled Raft Foundation [PDF]
This paper introduces an experimental research on the behavior of the piled raft foundation (PRF) in sand of two states (loose and medium sand). A small model has been tested in a soil container and the vertical load was applied to the foundation through a pneumatic jack.
Mohanned Q. Waheed+2 more
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Investigation into the effect of uncertainty of CPT-based soil type estimation on the accuracy of CPT-based pile bearing capacity analysis [PDF]
Cone Penetration Test (CPT or CPTu) is commonly used for estimating soil types and also for the geotechnical design of pile foundation. However, the level of agreement between the CPT-based soil types and the traditional identification of soil types ...
Bellis, Angela, Hamza, Omar
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One of the most effective developments in the field of foundation construction of the last decade is combined slab-pile foundations - PSF. The motivation for their active study and implementation in practice are the general problems of building foundations - an increase in the number of storeys of buildings and a corresponding increase in loads on ...
Petishko Anna Olegovna+3 more
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In the case of using pile technology in the construction and reconstruction of buildings and structures, the issue of assessing the settlement of foundations arises quite sharp-ly. Modern regulatory documents do not reflect reliable methods for calculating the settlement of pile-raft foundations, especially if short piles are used (with a pile length ...
Kravchenko Pavel+3 more
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Screw pile design optimisation under tension in sand [PDF]
Many applications in offshore engineering, such as floating or jacket-founded wind turbines or wave energy converters, require a significant uplift capacity of their foundations to be kept in place.
Brown, Michael+4 more
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A Risk Model for Pile Foundations [PDF]
This paper describes a model which has been developed for the purpose of assessing major risks associated with various pile foundation types and their resulting financial consequences. The work is based on a review of possible geotechnical sources of risks encountered during the placing of pile foundations. Both literature and experts are used in order
Jeroen van den Adel+2 more
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A field trial of a reusable, hollow, cast-in-situ pile [PDF]
This paper describes the concept and field testing of a hollow, cast-in-situ, rotary bored pile foundation 1200 mm diameter and 30 m deep. The aim of the foundation is to allow large-diameter piles to be constructed using less concrete than in an ...
Andrew M. McNamara+12 more
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The structure of turbulent wave flow and its impact on the construction of offshore structure pile foundation [PDF]
The problems of the structure of turbulent flow of the waves and the settings that affect the design of the pile foundation of offshore structures. Determined by the intensity, the extent of the turbulent flow, the energy spectra ripple component of the ...
Асланов, Лятиф Фирудин оглы
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Performance of short piled raft foundation system on peat soil under static load [PDF]
Peat is known as problematic soil, because has low shear strength and high compressibility characteristics. Particular attention should be paid, when building a construction on it. In recent years, there is no special established foundation structure for
Marto Suro, Sajiharjo
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