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Abstract

Battered piles oriented in specific directions demonstrate superior horizontal load-bearing capacity compared to vertical piles. However, the working mechanism of battered piles remains inadequately understood, and corresponding design standards are yet to be established. These limitations hinder the effective utilization and application of the horizontal load-bearing and stability potential of battered piles. This paper comprehensively analyzes the soil-pile interaction mechanisms, horizontal displacement, and load-bearing behavior of passive battered piles and their composite systems under lateral unloading and lateral loading conditions, using model tests, numerical simulations, and theoretical analysis. In addition, it proposes future research directions aimed at advancing the study and engineering application of passive battered piles and their composite systems, with the ultimate goal of addressing soil sliding issues effectively.

Publication Date

5-11-2023

DOI

10.14048/j.issn.1671-2579.2023.02.001

First Page

1

Last Page

10

Submission Date

March 2025

Reference

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