Study on the Anti-scouring and Energy Absorption Characteristics of Coupled Broken Coal Rock Mass and Packed STFs

Zhang, Junwen; Wu, Shaokang; Song, Zhixiang; Zhang, Yujie; Fan, Wenbing; Zhang, Yang; Dong, Xukai; Ma, Shijie; Yang, Wenting; Chen, Zhisong; Zhang, Jitao; Xiao, Bing

doi:10.1007/s00603-023-03723-3

Rock Mech Rock Eng

2024

DOI: 10.1007/s00603-023-03723-3

|View full text |Cite

Study on the Anti-scouring and Energy Absorption Characteristics of Coupled Broken Coal Rock Mass and Packed STFs

Junwen Zhang,

Shaokang Wu,

Zhixiang Song

et al.

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

Supporting

Mentioning

Contrasting

Year Published

2024

Publication Types

Select...

Article2

Relationship

Self Cite0

Independent2

Authors

Journals

Cited by 2 publications

References 32 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

Study on compaction characteristics and mechanical model of dry crushing filling material under lateral confinement condition

Xu,

Wu,

Chen

et al. 2024

Sci Rep

View full text Add to dashboard Cite

The compaction characteristics and bearing capacity of dry filling materials in goaf have a significant influence on stope control and surface stability. Through acoustic emission monitoring and mechanical model analysis, a series of confined compression tests were conducted on crushed waste with varying particle sizes and Talbot coefficients. The deformation, fragmentation, and acoustic emission characteristics under corresponding working conditions were determined. The results indicate that the stress–strain curves of crushed stone with different particle sizes and Talbot coefficients exhibit similar nonlinear behavior during confined compression. However, the strain response varies with changing stress levels. By analyzing the slope change rate of the stress–strain curve, the lateral uniaxial compression process of waste rock can be divided into three deformation stages: rapid compression, stable crushing, and slow compaction. The compressive deformation characteristics of gravel differ based on particle size and Talbot coefficient. Specimens with a higher Talbot coefficient demonstrate stronger compressive resistance and weaker deformation resistance during initial compaction loading. Notably, the internal pressure structure strength is influenced by factors such as maximum particle size D, grading coefficient n, and particle size distribution continuity, rather than solely by the proportion of large particles. The evolution of acoustic emission signals and energy-time curve during waste rock confined axial compression synchronizes with the compaction process. Overall, compaction plays a critical role in maintaining the stability of goaf in dry crushed waste filling.

show abstract

Study on compaction characteristics and mechanical model of dry crushing filling material under lateral confinement condition

Xu,

Wu,

Chen

et al. 2024

Sci Rep

View full text Add to dashboard Cite

show abstract

Scale parameters of soft structures for surrounding rock erosion prevention in rockburst-prone roadways

Yongliang,

Jiewen,

Xiaoyuan

et al. 2024

Sci Rep

View full text Add to dashboard Cite

scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.

Contact Info

customersupport@researchsolutions.com

10624 S. Eastern Ave., Ste. A-614

Henderson, NV 89052, USA

This site is protected by reCAPTCHA and the Google Privacy Policy and Terms of Service apply.

Blog Terms and Conditions API Terms Privacy Policy Contact Cookie Preferences Do Not Sell or Share My Personal Information

Made with 💙 for researchers

Part of the Research Solutions Family.

Study on the Anti-scouring and Energy Absorption Characteristics of Coupled Broken Coal Rock Mass and Packed STFs

Cited by 2 publications

References 32 publications

Study on compaction characteristics and mechanical model of dry crushing filling material under lateral confinement condition

Study on compaction characteristics and mechanical model of dry crushing filling material under lateral confinement condition

Scale parameters of soft structures for surrounding rock erosion prevention in rockburst-prone roadways

Contact Info

Product

Resources

About