Optimal Design of the Seepage Control for Xianglushan Diversion Tunnel Under High External Water Pressure

The high external water pressure in the deep tunnel has an adverse impact on the lining, resulting in disasters such as water inrush, mud inrush and tunnel collapse. In order to study the seepage control of the diversion tunnel under high external water pressure, a nonlinear softening model and an e...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Geotechnical and geological engineering 2022-09, Vol.40 (9), p.4595-4615
Hauptverfasser:	Zhang, Zhen-jie, Zeng, Chun-pin, Li, Hu, Gao, Yang, Gong, Liang, Li, Yu-xing, Liang, Hai-fang, Zhang, En-zhong
Format:	Artikel
Sprache:	eng
Schlagworte:	Civil Engineering Coefficients Disasters Distribution Drainage Earth and Environmental Science Earth Sciences External pressure Finite element method Geotechnical Engineering & Applied Earth Sciences Grouting Hydrogeology Hydrostatic pressure Original Paper Permeability Permeability coefficient Pressure Pressure distribution Rock Rocks Seepage control Terrestrial Pollution Thickness Tunnels Waste Management/Waste Technology Water Water diversion Water inrush Water pressure
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Schreiben Sie den ersten Kommentar!