| 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
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| 2020-03-01 | |
| Source Publication | INTERNATIONAL JOURNAL OF GEOMECHANICS
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| ISSN | 1532-3641 |
| EISSN | 1943-5622 |
| Volume | 20Issue:3Pages:4020002 |
| Subtype | Article |
| Contribution Rank | 4 |
| Abstract | In 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. |
| Keyword | Rock mass In situ stress Seismic attenuation Time-domain recursive method Displacement discontinuity model |
| DOI | 10.1061/(ASCE)GM.1943-5622.0001621 |
| Indexed By | SCI |
| WOS Keyword | COMPRESSIVE STRENGTH ; PARALLEL FRACTURES ; ELASTIC-WAVES ; ATTENUATION ; BEHAVIOR ; SINGLE ; JOINTS ; TRANSMISSION |
| Language | 英语 |
| WOS Research Area | Engineering |
| WOS Subject | Engineering, Geological |
| WOS ID | WOS:000507919900005 |
| Publisher | ASCE-AMER SOC CIVIL ENGINEERS |
| Citation statistics | |
| Document Type | 期刊论文 |
| Identifier | http://ir.imde.ac.cn/handle/131551/33753 |
| Collection | 山地灾害与地表过程重点实验室 |
| Corresponding Author | Zhen, Yun |
| Affiliation | 1.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 |
| First Author Affilication | 中国科学院水利部成都山地灾害与环境研究所 |
| Corresponding Author Affilication | 中国科学院水利部成都山地灾害与环境研究所 |
| 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-SA | View Application Full Text | |
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