Group-efficiency of a large pile group in rock

Katzenbach, Rolf; Arslan,; Holzhäuser,

doi:10.1201/9781003078517-29

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“…Many authors have performed 3-dimensional FEM for piled raft foundation system to study the behavior of load -settlement, the interaction between the rafts and piles with surrounding ground as well as study the load-bearing capacity of raft and pile group in piled raft foundation structure [15][16][17][18][19][20][21]. But although many such investigations were conducted with remarkable success, the limitations of this traditional approach cannot be disregards and maybe are unacceptable in modern practice [4].…”

Section: Introductionmentioning

confidence: 99%

Investigating the behavior of piled raft foundation in core wall foundation of high-rise buildings

Anh¹

2021

J Appl Eng Science

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Core structure is an indispensable part of high buildings. Normally, the foundation of the core structure has a raft of larger size than the other foundations in the same project; therefore, the foundation of the core structure can be viewed as a small piled raft foundation. Currently, when calculating the piled foundation of the core, it is mostly assumed that the piles system will bear all the project loads. But this calculation method is not suitable for the actual constructions as well as does not make full use of the bearing capacity of the structure and the ground, leading to using more materials and causing more waste. Core structure aims to increase both stiffness and horizontal load capacity in high-rise buildings, so the moment inside the core transmitted to the foundation is very large. One of the shortcomings of the Plaxis 3D Foundation software is its inability to declare the moment affecting on the foundation due to the loads in this program just includes distributed loads, line loads and point loads in the geometry model. Consequently, when using Plaxis 3D Foundation software to calculate the core wall foundation of high-rise buildings, this moment is converted into an equivalent pair of moments. The research shows that when the core foundation of a high-rise building is placed on soft soil, the pile carries 96%, most of the load transmitted to the foundation. However, when the foundation is placed on hard soil, the soil surrounding the raft will bear about 10% of the load transmitted to the foundation. If this matter is skipped, there will be a large error in calculation and design

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Section: Introductionmentioning

confidence: 99%

Investigating the behavior of piled raft foundation in core wall foundation of high-rise buildings

Anh¹

2021

J Appl Eng Science

View full text Add to dashboard Cite

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Group-efficiency of a large pile group in rock

Cited by 1 publication

References 0 publications

Investigating the behavior of piled raft foundation in core wall foundation of high-rise buildings

Investigating the behavior of piled raft foundation in core wall foundation of high-rise buildings

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