Cargando…
Model Test of Anchoring Effect on Zonal Disintegration in Deep Surrounding Rock Masses
The deep rock masses show a different mechanical behavior compared with the shallow rock masses. They are classified into alternating fractured and intact zones during the excavation, which is known as zonal disintegration. Such phenomenon is a great disaster and will induce the different excavation...
Autores principales: | Chen, Xu-Guang, Zhang, Qiang-Yong, Wang, Yuan, Liu, De-Jun, Zhang, Ning |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Hindawi Publishing Corporation
2013
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3753766/ https://www.ncbi.nlm.nih.gov/pubmed/23997683 http://dx.doi.org/10.1155/2013/935148 |
Ejemplares similares
-
Numerical Simulation on Zonal Disintegration in Deep Surrounding Rock Mass
por: Chen, Xuguang, et al.
Publicado: (2014) -
An investigation on the effect of high energy storage anchor on surrounding rock conditions
por: Wu, Bowen, et al.
Publicado: (2020) -
A New Approach to Studying the Mechanical Characteristics of the Anchoring–Grouting System in Broken Surrounding Rock
por: Wang, Lei, et al.
Publicado: (2023) -
Early estimation method of rockburst and large deformation of surrounding rock based on the deep borehole test
por: Cui, Kai, et al.
Publicado: (2023) -
Analysis of Acoustic Emission Characteristics and Failure Mode of Deep Surrounding Rock of Sanshandao Gold Mine
por: Li, Guang, et al.
Publicado: (2022)