Experimental Study on the Horizontal Bearing Performance of Pile–Soil Composite Foundation Under Coupled Action of Active and Passive Loads

The pile–soil composite foundation system, highly acclaimed for its remarkable load-bearing capacity and limited deformation characteristics, has emerged as a fundamental element in geotechnical engineering practices. In the applications of adjacent slope engineering, such composite foundations are...

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Bibliographic Details

Published in:	Buildings
Main Authors:	Yuhao Zhang, Yuancheng Guo, Qianyi Zhang
Format:	Article
Language:	English
Published:	MDPI AG 2025-09-01
Subjects:	rigid pile composite foundation retaining wall movement active and passive loads horizontal bearing capacity model test
Online Access:	https://www.mdpi.com/2075-5309/15/17/3184