Assessment of the arching effect and the role of rock bolting for underground excavations in rock masses—a new numerical approach
In very jointed rock masses, the ground arch developed around the underground opening is an arch-shaped structure to maintain the excavation stability, and the rock bolting has been attributed as one of the dominant approaches to enhance the arching effect. Through 2D finite element method (FEM), nu...
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Published in | Arabian journal of geosciences Vol. 13; no. 13 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Cham
Springer International Publishing
01.07.2020
Springer Nature B.V |
Subjects | |
Online Access | Get full text |
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