IMHE OpenIR  > 山地灾害与地表过程重点实验室
Analysis of Seismic Waves Propagating through an In Situ Stressed Rock Mass Using a Nonlinear Model
Liu, Tingting1,2; Li, Xinping1; Zhen, Yun2; Meng, Fei2,3; Song, Dongri4
2020-03-01
Source PublicationINTERNATIONAL JOURNAL OF GEOMECHANICS
ISSN1532-3641
EISSN1943-5622
Volume20Issue:3Pages:4020002
SubtypeArticle
Contribution Rank4
AbstractIn situ stress is a significant characteristic of underground rock masses. This work extended the time-domain recursive method (TDRM) to study oblique wave attenuation across an in situ stressed joint wherein the normal and shear deformation behaviors were both treated nonlinearly. Employing the Barton-Bandis (B-B) and hyperbolic nonlinear (HN) slip models, equations were established for wave propagation across a rock mass under a combination of gravitational and tectonic stress. Then, the stress and displacement in the normal and shear directions were calculated under different in situ stresses for P- and S-wave incidence. The waveforms of the HN slip model and the Coulomb slip model were compared to investigate the differences therein and verify the wave propagation equation. Parametric studies were conducted to elucidate the influences of in situ stress, lateral pressure coefficient, angle of incidence, and amplitude of the incident wave. The results showed that the HN model depends on the stress history and shear stiffness degradation. The effect of the in situ stress on wave propagation depends not only on the gravitational and tectonic stresses but also on the direction of the particle vibration of the incident wave.
KeywordRock mass In situ stress Seismic attenuation Time-domain recursive method Displacement discontinuity model
DOI10.1061/(ASCE)GM.1943-5622.0001621
Indexed BySCI
WOS KeywordCOMPRESSIVE STRENGTH ; PARALLEL FRACTURES ; ELASTIC-WAVES ; ATTENUATION ; BEHAVIOR ; SINGLE ; JOINTS ; TRANSMISSION
Language英语
WOS Research AreaEngineering
WOS SubjectEngineering, Geological
WOS IDWOS:000507919900005
PublisherASCE-AMER SOC CIVIL ENGINEERS
Citation statistics
Cited Times:1[WOS]   [WOS Record]     [Related Records in WOS]
Document Type期刊论文
Identifierhttp://ir.imde.ac.cn/handle/131551/33753
Collection山地灾害与地表过程重点实验室
Corresponding AuthorZhen, Yun
Affiliation1.Wuhan Univ Technol, Key Lab Roadway Bridge & Struct Engn, Wuhan 430070, Hubei, Peoples R China;
2.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China;
3.Swinburne Univ Technol, Fac Sci Engn & Technol, Hawthorn, Vic 3122, Australia;
4.Chinese Acad Sci, Inst Mt Hazards & Environm, Key Lab Mt Hazards & Earth Surface Proc, Chengdu 610041, Peoples R China
Recommended Citation
GB/T 7714
Liu, Tingting,Li, Xinping,Zhen, Yun,et al. Analysis of Seismic Waves Propagating through an In Situ Stressed Rock Mass Using a Nonlinear Model[J]. INTERNATIONAL JOURNAL OF GEOMECHANICS,2020,20(3):4020002.
APA Liu, Tingting,Li, Xinping,Zhen, Yun,Meng, Fei,&Song, Dongri.(2020).Analysis of Seismic Waves Propagating through an In Situ Stressed Rock Mass Using a Nonlinear Model.INTERNATIONAL JOURNAL OF GEOMECHANICS,20(3),4020002.
MLA Liu, Tingting,et al."Analysis of Seismic Waves Propagating through an In Situ Stressed Rock Mass Using a Nonlinear Model".INTERNATIONAL JOURNAL OF GEOMECHANICS 20.3(2020):4020002.
Files in This Item:
File Name/Size DocType Version Access License
1583318684975.pdf(1838KB)期刊论文出版稿开放获取CC BY-NC-SAView Application Full Text
Related Services
Recommend this item
Bookmark
Usage statistics
Export to Endnote
Google Scholar
Similar articles in Google Scholar
[Liu, Tingting]'s Articles
[Li, Xinping]'s Articles
[Zhen, Yun]'s Articles
Baidu academic
Similar articles in Baidu academic
[Liu, Tingting]'s Articles
[Li, Xinping]'s Articles
[Zhen, Yun]'s Articles
Bing Scholar
Similar articles in Bing Scholar
[Liu, Tingting]'s Articles
[Li, Xinping]'s Articles
[Zhen, Yun]'s Articles
Terms of Use
No data!
Social Bookmark/Share
File name: 1583318684975.pdf
Format: Adobe PDF
This file does not support browsing at this time
All comments (0)
No comment.
 

Items in the repository are protected by copyright, with all rights reserved, unless otherwise indicated.