Scattering of spherical P-waves by three-dimensional cavity in an elastic half-space

被引:0
作者
Hu, Songlin [1 ]
Liang, Jianwen [1 ]
Ba, Zhenning [1 ]
Liu, Zhongxian [2 ]
机构
[1] Tianjin Univ, Dept Civil Engn, Tianjin 300350, Peoples R China
[2] Tianjin Chengjian Univ, Tianjin Key Lab civil Struct protect & reinforcing, Tianjin 300384, Peoples R China
关键词
Spherical P -waves; Three-dimensional cavity; Indirect boundary integral equation method; (IBIEM); Scattering; Dynamic stress concentration factor; FUNDAMENTAL-SOLUTIONS; DYNAMIC-RESPONSE; LINED TUNNELS; SH-WAVES; MULTIPLE-SCATTERING; SV; PROPAGATION; THERMOELASTICITY; SOIL;
D O I
10.1016/j.enganabound.2025.106137
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This study adopts the indirect boundary integral equation method (IBIEM) to solve the scattering of spherical Pwaves by a three-dimensional (3D) cavity in an elastic half-space. Specifically, the free field of the spherical wave is obtained by the method of full space superposition. Based on the single-layer potential theory, the scattered field is constructed using concentrated force sources applied on the fictitious wave source surface. Our method's numerical accuracy and stability are verified by comparing it against existing results. Additionally, considering a spherical cavity in a half-space as an example, this study investigates the influence of the wave source orientation, incident wave frequency, distance between the wave source and the cavity, and cavity depth on the surface displacement and dynamic stress concentration factor (DSCF) on the cavity surface. The results indicate significant differences in the spatial distribution characteristics of surface displacement and DSCF on the cavity surface for different wave source orientations and cavity depths. As the incident frequency increases, the spatial oscillation of surface displacement near the cavity intensifies, and the DSCF gradually decreases. As the wave source approaches the cavity, the amplification effect of surface displacement near the cavity becomes more apparent. At the same time, the maximum DSCF shows significant non-monotonic variation, and its position also changes accordingly. When the distance between the wave source and the cavity is large, the spherical wave can be approximated as a plane wave.
引用
收藏
页数:19
相关论文
共 64 条
[41]   DYNAMIC DISPLACEMENTS AND STRESSES IN THE VICINITY OF A CYLINDRICAL CAVITY EMBEDDED IN A HALF-SPACE [J].
LUCO, JE ;
DEBARROS, FCP .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1994, 23 (03) :321-340
[42]  
Moore ID, 1996, EARTHQUAKE ENG STRUC, V25, P357, DOI 10.1002/(SICI)1096-9845(199604)25:4<357::AID-EQE556>3.0.CO
[43]  
2-D
[44]   Transient analysis of wave propagation problems by half-plane BEM [J].
Panji, M. ;
Kamalian, M. ;
Marnani, J. Asgari ;
Jafari, M. K. .
GEOPHYSICAL JOURNAL INTERNATIONAL, 2013, 194 (03) :1849-1865
[45]  
Pao Y.-H., 1973, Diffraction of elastic waves and dynamic stress concentrations
[46]   Seismic behaviour of circular tunnels accounting for above ground structures interaction effects [J].
Pitilakis, Kyriazis ;
Tsinidis, Grigorios ;
Leanza, Andrea ;
Maugeri, Michele .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2014, 67 :1-15
[47]   Multiple scattering of elastic waves by subsurface fractures and cavities [J].
Rodriguez-Castellanos, A. ;
Sanchez-Sesma, F. J. ;
Luzon, F. ;
Martin, R. .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2006, 96 (04) :1359-1374
[48]  
Shi Y, 2002, Practice of engineering blasting practice
[49]   Effect of underground cavities on surface earthquake ground motion under SH wave propagation [J].
Smerzini, C. ;
Aviles, J. ;
Paolucci, R. ;
Sanchez-Sesma, F. J. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2009, 38 (12) :1441-1460
[50]   Estimation of peak relative velocity and peak absolute acceleration of linear SDOF systems [J].
Song, Jianwei ;
Chu, Yi-Lun ;
Liang, Zach ;
Lee, George C. .
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2007, 6 (01) :1-10