Fracture Disaster Assessment of Model Concrete Piles in Loess Slope Engineering under Non-Uniform Lateral Loading

Fracture Disaster Assessment of Model Concrete Piles in Loess Slope Engineering under Non-Uniform Lateral Loading

Existing model tests for reinforcing loess slopes with stabilizing piles are often challenged by simulation inaccuracies in lateral loading modes and scaling. Addressing these concerns, this study conducts model tests and numerical simulations to scrutinize the damage characteristics of concrete pil...

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Bibliographic Details
Main Authors: Weishi Bai, Rongjian Li, Guoqiang Lin, Rongjin Li, Hao Jiang, Laizhu Wang, Chaoneng Bai
Format: Article
Language:English
Published: MDPI AG 2024-01-01
Series:Buildings
Subjects:
slope
model test
model concrete
stabilizing pile
lateral non-uniform loading
damage characteristics
Online Access:https://www.mdpi.com/2075-5309/14/1/173

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https://www.mdpi.com/2075-5309/14/1/173

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