Código QR (código de barras bidimensional)

Study on Stability and Deformation Characteristics of Ultra-Deep Diaphragm Wall during Trench Excavation

The stability and deformation during trenching of ultra-deep diaphragm walls have a greater impact on the construction of diaphragm walls. The conventional limit equilibrium method, known as the vertical slices method, assumes homogeneity within the rock and soil mass, making it challenging to accou...

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Principais autores: Jianhua Ma, Gang Hu, Rui Rui, Ruiheng Ding, Tianjian Sun
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2024-07-01
Serier:Buildings
Fag:
underground diaphragm wall
stability of grooving
side deformation of groove trench
factor of safety
horizontal strip method
numerical analysis
Online adgang:https://www.mdpi.com/2075-5309/14/7/2227
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