Multifractal Characteristics and Displacement Prediction of Deformation on Tunnel Portal Slope of Shallow Buried Tunnel Adjacent to Important Structures

The tunnel portal section is often in extremely weak and fragmented strata, and the deformation of the portal side and slope will affect the stability of the surrounding rock and the tunnel-supporting structure. However, the deformation characteristics and displacement development patterns of slopes...

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Bibliographic Details

Main Authors:	Xiannian Zhou, Yurui He, Wanmao Zhang, Dunwen Liu
Format:	Artigo
Language:	Inglês
Published:	MDPI AG 2024-06-01
Series:	Buildings
Subjects:	tunnel portal slope displacement prediction multifractal detrended fluctuation analysis method long short-term memory
Online Access:	https://www.mdpi.com/2075-5309/14/6/1662
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