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Experimental study on critical state strength...
Journal article

Experimental study on critical state strength characteristics of granular material-structure interface under high-frequency vibration

Abstract

The pile foundation of bridges and subgrades in high-speed railway engineering are frequently suffered from train-induced vibration. The train-induced vibration under a speed of 350 km/h reaches approximately 40 Hz, while a higher speed may do harm to the bearing capacity of the pile foundation. The soil-structure interface plays an important role in force and deformation transformation in pile-soil interaction, largely determining ultimate …

Authors

Jiang HB; Fu LL; Zhou SH; Guo PJ; Ye WT

Journal

Yantu Lixue Rock and Soil Mechanics, Vol. 44, No. 3, pp. 810–820

Publication Date

March 21, 2023

DOI

10.16285/j.rsm.2022.0496

ISSN

1000-7598