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Pile-soil interaction and pile-end soil constitutive model and parameter determining method thereof
The invention provides a pile-soil interaction and pile-end soil constitutive model and a parameter determining method thereof, and provides a force method and a displacement method for foundation pile calculation. A pile body constitutive model is the existing linear or elastic-plastic model. With the adoption of the model, the bearing force feature of foundation piles under various geological conditions such as the condition that the bearing force of a pile top is not greatly increased after increasing the pile length in a clay area can be simulated, thus the broken position of a pile body can be determined, the foundation pile design and other features can be optimized, and as a result, the development of the design and construction can be conveniently carried out.
Pile-soil interaction and pile-end soil constitutive model and parameter determining method thereof
The invention provides a pile-soil interaction and pile-end soil constitutive model and a parameter determining method thereof, and provides a force method and a displacement method for foundation pile calculation. A pile body constitutive model is the existing linear or elastic-plastic model. With the adoption of the model, the bearing force feature of foundation piles under various geological conditions such as the condition that the bearing force of a pile top is not greatly increased after increasing the pile length in a clay area can be simulated, thus the broken position of a pile body can be determined, the foundation pile design and other features can be optimized, and as a result, the development of the design and construction can be conveniently carried out.
Pile-soil interaction and pile-end soil constitutive model and parameter determining method thereof
LU YINGFA (Autor:in) / LIU DEFU (Autor:in) / DENG YOUSHENG (Autor:in)
02.09.2015
Patent
Elektronische Ressource
Englisch
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