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- W2375101314 abstract "Building the model of load transfer mechanism of soil anchor based on the compatible state of deformation between the surrounding soil and the anchoring body whose anchor layer interface is under elastic state,the theoretical calculation formula of axial force,shearing stress and the elastic displacement of anchorage section is deduced,and the influence that anchoring depth and the relative stiffness between the anchoring body and the surrounding soil have on the axial force,shearing stress and extreme anchoring force is discussed. The analysis indicates that,the smaller the relative stiffness is,the more concentrated those axial force and shearing stress are,otherwise more uniformed; an effect of length exists in the anchorage section that after the critical length is reached,increasing the length of anchoring has no more apparent influence on improving the bearing capacity. Results of the field tests proved the rationality of theory model well,and proved it of certain reference value in practical design and calculation of anchors." @default.
- W2375101314 created "2016-06-24" @default.
- W2375101314 creator A5090249337 @default.
- W2375101314 date "2013-01-01" @default.
- W2375101314 modified "2023-09-26" @default.
- W2375101314 title "The stress transmission and deformation calculation of soil anchor based on compatible state of deformation" @default.
- W2375101314 hasPublicationYear "2013" @default.
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