Numerical analysis of rock joints in tunnel construction during blasting

In tunnel construction, rock joints cause over-excavation and under-excavation. The finite element method is an effective method for studying the blasting process of jointed rock masses. In this study, a finite element model was established to simulate blasting in a rock mass, and the influence of r...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Arabian journal of geosciences 2022, Vol.15 (1), Article 32
Hauptverfasser:	Yu, Qingyang, Xu, Pengfei, Dai, Zhenxue, Yin, Shangxian, Soltanian, Mohamad Reza, Liu, Wei
Format:	Artikel
Sprache:	eng
Schlagworte:	Blasting Computer simulation Construction Dredging Earth and Environmental Science Earth science Earth Sciences Excavation Finite element method Jointed rock Joints (timber) Mathematical models Numerical analysis Original Paper Rock masses Rocks Stress propagation Stress waves Tunnel construction Tunnels Wave propagation Weights & measures
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Schreiben Sie den ersten Kommentar!