Pile Side Resistance in Sands for the Unloading Effect and Modulus Degradation

Pile Side Resistance in Sands for the Unloading Effect and Modulus Degradation

A total of 36 groups of sand-concrete interface loading and unloading direct shear tests were used to analyze the mechanical properties of the pile side-soil interface. The test results show that the interface residual shear stress for the same applied normal stress tends to be constant for the roug...

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Bibliographic Details
Main Authors: C. F. Zhao, Y. Wu, C. Zhao, Q. Z. Zhang, F. M. Liu, F. Liu
Format: Article
Language:English
Published: Consejo Superior de Investigaciones Científicas 2019-06-01
Series:Materiales de Construccion
Subjects:
concrete
composite
stability
mechanical properties
characterization
Online Access:http://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/2253

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