Piled Raft and Compensated Piled Raft Foundations for Soft Soil Sites

Author(s):  
Harry G. Poulos
2021 ◽  
Vol 1 (42) ◽  
pp. 86-93
Author(s):  
Hiep Van Huynh ◽  
Tri Huu Huynh ◽  
Truyen Gia Ngo ◽  
Tuan Van Tran

Piled raft foundations are widely used in infrastructure built on soft soil to reduce the settlement and enhance bearing capacity. The raft can be used for basements and to share the load. In this paper, Poulos method, in which the raft was cut into many piled strips, was used as an analytical method. The study also used Plaxis2D and SAP 2000 to calculate internal forces for the raft in a piled raft foundation. A case of Vietcombank building with 10 floors and 1 basement, constructed on a soil profile in Soc Trang province, was studied. The piled raft with a 35m×19m×1m (length×width×thickness) raft and 28 piles were used for the analysis. Normaland groundwater pumping conditions were applied for the soil. The results showed that the maximum moment and shear force that occurred in the raft were affected when the groundwater pumping condition was applied to the model. The internal forces of the raft in the piled raft foundation for different conditions were captured,discussed, and presented in this paper.


2020 ◽  
Vol 2020 ◽  
pp. 1-13
Author(s):  
Yunfei Xie ◽  
Shichun Chi ◽  
Maohua Wang

In order to reduce the costs and improve the overall performance of building systems, the static optimized design with variable rigidity of piled raft foundations has been widely used in recent years. Variable rigidity design of piled raft foundations that support midrise buildings in high-risk seismic zones can alter the dynamic characteristics of the soil-pile-structure system during an earthquake due to soil-pile-structure interaction. To investigate these aspects, a nuclear power plant sitting on multilayered soil is simulated numerically. The paper describes a numerical modeling technique for the simulation of complex seismic soil-pile-structure interaction phenomena. It was observed that the total shear force on top of the piles and the rocking of the raft are reduced after optimization, whereas the displacement of the superstructure is nearly unaffected. The findings of this study can help engineers select a correct pile arrangement when considering the seismic performance of a building sitting on soft soil.


Author(s):  
Heitor Cardoso Bernardes ◽  
Humberto Laranjeira de Souza Filho ◽  
Arthur Duarte Dias ◽  
Renato Pinto da Cunha

Author(s):  
Feng Zhou ◽  
Cheng Lin ◽  
Xu-dong Wang ◽  
Jianyang Chen
Keyword(s):  

Author(s):  
Birhanu Asefa ◽  
Eleyas Assefa ◽  
Lysandros Pantelidis ◽  
Costas Sachpazis

Author(s):  
R. Katzenbach ◽  
U. Arslan ◽  
Chr. Moormann

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