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- W2977539686 abstract "The concept of single pile effective length was extended to the super long pile group effective length in the deep soft soil area to determine its effective length.Firstly,shear displacement method was introduced to obtain the friction of each single pile and its displacement in the soil,then considering displacement reduction effect due to the other piles,the model for the expression of the unit thickness soil equivalent stiffness coefficient based on pile-pile interaction was established.Based on the load transfer method,the load transfer differential equation of each pile was established and considering the super long pile load transmission,the relation between the pile group effective length and the pile allowable settlement was established,so the determination of effective length of pile group in the deep soft soil area was obtained.At last,based on the method of this paper,the main parameters of super long pile group effective length in the deep soft soil area were compared.The results show that the pile load,pile-subsoil stiffness and pile diameter are sensitive to pile group effective length,in which pile group effective length increases nonlinearly with the increasing of the pile load and pile-subsoil stiffness but decreases with the increasing of the pile diameter,and pile spacing has a relatively minor influence on the pile group effective length." @default.
- W2977539686 created "2019-10-10" @default.
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- W2977539686 date "2013-01-01" @default.
- W2977539686 modified "2023-09-24" @default.
- W2977539686 title "Determination Method of Effective Length of Super Long Pile Group in Deep Soft Soil Area" @default.
- W2977539686 hasPublicationYear "2013" @default.
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