THE BEHAVIOR OF A PILE FOUNDATION IN UNSATURATED SOILS: A REVIEW
Keywords:
Pile Foundation, Structure, Stiffness, zone, Load EstimationAbstract
For both saturated and unsaturated soils, pile foundations are commonly employed. Such foundations are exposed to combined vertical and lateral stress in some instances. In unsaturated soils, saturated soil mechanics concepts are commonly applied in the construction of pile foundations. Unsaturated soils are a three-phase substance with three interfaces: solids, liquids, and gaseous. As a result of disregarding the impact of matric suction, such techniques lead to incorrect estimations of pile behaviour. On unstable soil, pile foundations are often employed for a variety of constructions. The importance of seismic design in ensuring the effective operation of a structure under severe seismic loading conditions cannot be overstated. For the study of seismic forces on a structure, IS: 1893 is employed. The influence of pile stiffness on the structure's seismic response will be investigated. The rigidity of the piling foundation might have an impact on the structure. With the rise in seismic activity, there may be a need for more efficient pile foundation design to withstand earthquake load and damage. In this overview, the basis of piles and the functions of piles are discussed. The research also covers and displays the reinforcing information for each pile and pile group.
References
S. A. Naeini and M. Mortezaee, “Effect of Type of Pile and Its Installation Method on Pile Bearing Capacity by Physical Modeling in Frustum Confining Vessel,” vol. 15, no. 9, pp.
–274, 2021.
L. Xing, D. Wang, L. Wang, M. Fan, and L. Duan, “Experimental Study on Pile-Soil Interaction Response in Saturated Sand under Long-Term Horizontal Cyclic Loading,” Adv.
Civ. Eng., vol. 2021, 2021, doi: 10.1155/2021/6627161.
S. Y. Kwon and M. Yoo, “Study on the dynamic soil-pile-structure interactive behavior in liquefiable sand by 3D numerical simulation,” Appl. Sci., vol. 10, no. 8, pp. 1–22, 2020, doi: 10.3390/APP10082723.
M. L. N. Kale and P. G. Student, “Effect of Pile Stiffness with Varying Diameter of Piles on Structure in Various Zones of Seismicity Department of Civil Engineering,” vol. 9, no. 12, pp. 334–335, 2020.
O. Bandehzadeh, M. M. Sadeghi, M. A. Rowshanzamir, and A. H. Nia, “Impact of provincial water management on environment and social welfare in West of Zayanderood
Basin, Iran,” Ukr. J. Ecol., vol. 8, no. 1, pp. 41–50, 2018, doi: 10.15421/2018.
L. Bao, “Research on lateral dynamic response of pile foundation in liquefiable soil based on non-liner pseudo static analysis method,” Chem. Eng. Trans., vol. 59, pp. 493–498, 2017, doi: 10.3303/CET1759083.
Y. Khodair and A. Abdel-Mohti, “Numerical Analysis of Pile–Soil Interaction under Axial and Lateral Loads,” Int. J. Concr. Struct. Mater., vol. 8, no. 3, pp. 239–249, 2014, doi: 10.1007/s40069-014-0075-2.
M. Y. Fattah, N. Salim, and M. Mohsin, “Behavior of Single Pile in Unsaturated Clayey Soils,” Eng. Tech. J., vol. 32, no. 3, pp. 763–787, 2014.
B. Machmer, “Understanding the Behavior of a Pile Foundation in Unsaturated Soils Subjected to Lateral Loading,” Master Thesis, 2012.
F. D. S. Carbonari and G. Leoni, “Analysis of Pile Foundations,” no. October, 2008, doi: 10.35291/2454-9150.2019.0230.
H. Pile and C. Polhem, “Pile Foundation Design : A Student Guide Introduction to pile foundations,” pp. 1–12, 2008
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