Author(s)

Yan Wang

Corresponding Author

Yan Wang

Abstract

Along with electronic information technology, the rapid development of scientific research and engineering practice, continuously produce various kinds and great number of data, large data phenomenon has emerged, in areas such as scientific data analysis, electronic commerce and the banking sector has been more and more attention and application of big data will profoundly affect the human life, work and thinking. In order to analyze rock and soil anchoring with big data technology, the field test scheme of anchor cable is formulated in this paper. With the help of ANSYS software, the shear slip constitutive model is established, and the distribution of axial force, interfacial shear force and deformation in different deformation stages of the anchorage section under the action of drawing load is deduced. Combined with theoretical analysis, the shear strength parameters of the interface between the anchorage segment and the rock and soil mass in the deformation stage are obtained respectively. The results show that the precision rate of the model combined with big data is improved by 21.6%, which improves the accuracy of the rock and soil anchorage work.

Keywords

Rock and Soil Anchorage; Big Data Analysis; Anchor Cable Experiment; Long-term Performance