Effects of a V-shaped canyon with a circular underground structure on surface ground motions under SH wave propagation

被引:45
作者
Chen, Xin [1 ]
Zhang, Ning [1 ]
Gao, Yufeng [1 ]
Dai, Denghui [1 ]
机构
[1] Hohai Univ, Minist Educ Geomech & Embankment Engn, Key Lab, 1 Xikang Rd, Nanjing 210098, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Wave scattering and diffraction; Canyon; Underground structure; Cavity; Tunnel; Inclusion; Combined topography; Wavefunction expansion; SEISMIC RESPONSE; DYNAMIC-RESPONSE; LINED TUNNEL; SCATTERING; PLANE; DIFFRACTION; TOPOGRAPHY; CAVITY; SPACE; SITE;
D O I
10.1016/j.soildyn.2019.105830
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The two-dimensional scattering and diffraction of plane SH waves by a symmetrical V-shaped canyon with a circular underground structure in a half-space is studied by using the wavefunction expansion method. The underground structure involved covers three common types: a cavity, a lined tunnel and a geological inclusion. By combining a domain decomposition strategy and the method of images, the wavefields in corresponding subregions are constructed in terms of infinite series of wavefunctions with unknown complex coefficients. The unknown coefficients are obtained by applying the Graf s addition formula and solving a matrix that represents the boundary conditions along subregion interfaces. To show effects of the surficial canyon and underground structure combined irregularity on ground motions, a parametric study is executed in both the frequency and time domain. A zone of ground motion amplification is found at the vicinity of the corner of the canyon with a lined tunnel buried nearby.
引用
收藏
页数:13
相关论文
共 47 条
[1]  
ABRAMOWITZ M., 1965, HDB MATH FUNCTIONS F
[2]  
Achenbach J.D, 1974, Journal of Applied Mechanics, V41, P544, DOI DOI 10.1115/1.3423344
[3]   A BEM investigation on the influence of underground cavities on the seismic response of canyons [J].
Alielahi, Hamid ;
Kamalian, Mohsen ;
Adampira, Mohammad .
ACTA GEOTECHNICA, 2016, 11 (02) :391-413
[4]  
BOORE DM, 1973, B SEISMOL SOC AM, V63, P1603
[5]   Response of a shallow asymmetric V-shaped canyon to antiplane elastic waves [J].
Chang, Kao-Hao ;
Tsaur, Deng-How ;
Wang, Jeen-Hwa .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2015, 471 (2174)
[6]  
Chen H.Q., 2003, J CHINA I WATER, V1, P17
[7]   Shaking table test on the seismic response of large-scale subway station in a loess site: A case study [J].
Chen, Su ;
Zhuang, Haiyang ;
Qu, Dengzhou ;
Yuan, Jie ;
Zhao, Kai ;
Ruan, Bin .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 123 :173-184
[8]  
Diankui L., 1991, Soil Dynamics and Earthquake Engineering, V10, P249, DOI 10.1016/0267-7261(91)90018-U
[9]   Scattering of Plane SH Waves Induced by a Semicylindrical Canyon with a Subsurface Circular Lined Tunnel [J].
Gao, Yufeng ;
Chen, Xin ;
Zhang, Ning ;
Dai, Denghui ;
Yu, Xin .
INTERNATIONAL JOURNAL OF GEOMECHANICS, 2018, 18 (06)
[10]   Scattering of cylindrical SH waves induced by a symmetrical V-shaped canyon: near-source topographic effects [J].
Gao, Yufeng ;
Zhang, Ning .
GEOPHYSICAL JOURNAL INTERNATIONAL, 2013, 193 (02) :874-885