Basin Effects in Strong Ground Motion: A Case Study from the 2015 Gorkha, Nepal, Earthquake

The term "basin effects" refers to entrapment and reverberation of earthquake waves in soft sedimentary deposits underlain by concave basement rock structures. Basin effects can significantly affect the amplitude, frequency and duration of strong ground motion, while the cone-like geometry of the basin edges gives rise to large amplitude surface waves through seismic wave diffraction and energy focusing, a well-known characteristic of basin effects. In this research, we study the role of basin effects in the mainshock ground motion data recorded at the Kathmandu basin, Nepal during the 2015 Mw7.8 Gorkha earthquake sequence. We specifically try to understand the source of the unusual low frequency reverberating pulse that appeared systematically across the basin, and the unexpected depletion of the ground surface motions from high frequency components, especially away from the basin edges. In order to do that we study the response of a 2D cross section of Kathmandu basin subjected to vertically propagating plane SV waves. Despite the scarcity of geotechnical information and of strong ground motion recordings, we show that an idealized plane-strain elastic model with a simplified layered velocity structure can capture surprisingly well the low frequency components of the basin ground response. We finally couple the 2D elastic simulation with a 1D nonlinear analysis of the shallow basin sediments. The 1D nonlinear approximation shows improved performance over a larger frequency range relative to the first order approximation of a 2D elastic layered basin response.

[1]  H. L. Wong,et al.  Scattering of plane sh waves by a semi‐elliptical canyon , 1974 .

[2]  Steven J. Gibbons,et al.  Strong-Motion Observations of the M 7.8 Gorkha, Nepal, Earthquake Sequence and Development of the N-SHAKE Strong-Motion Network , 2015 .

[3]  Marijan Dravinski,et al.  Scattering of plane harmonic P, SV, and Rayleigh waves by dipping layers of arbitrary shape , 1987 .

[4]  L. Bonilla,et al.  Influence of lateral heterogeneities on strong-motion shear strains: Simulations in the historical center of Rome (Italy) , 2015 .

[5]  Nobuo Takai,et al.  Strong ground motion in the Kathmandu Valley during the 2015 Gorkha, Nepal, earthquake , 2016, Earth, Planets and Space.

[6]  Ryuichi Yatabe,et al.  Basement topography of the Kathmandu Basin using microtremor observation , 2013 .

[7]  David M. Boore,et al.  Love Waves in Nonuniform Wave Guides: Finite Difference Calculations , 1970 .

[8]  Hong Zhou,et al.  The localized boundary integral equation-discrete wavenumber method for simulating P-SV wave scattering by an irregular topography , 2008 .

[9]  Pierre-Yves Bard,et al.  The seismic response of sediment-filled valleys. Part 2. The case of incident P and SV waves , 1980 .

[10]  M. Campillo,et al.  The Mexico Earthquake of September 19, 1985—The Incident Wavefield in Mexico City during the Great Michoacán Earthquake and Its Interaction with the Deep Basin , 1988 .

[11]  Francisco J. Sánchez-Sesma,et al.  An indirect boundary element method applied to simulate the seismic response of alluvial valleys for incident P, S and Rayleigh waves , 1993 .

[12]  Keiiti Aki,et al.  A study on the response of a soft basin for incident S, P, and Rayleigh waves with special reference to the long duration observed in Mexico City , 1989 .

[13]  J. Lysmer,et al.  Finite Dynamic Model for Infinite Media , 1969 .

[14]  Keiiti Aki,et al.  Surface motion of a layered medium having an irregular interface due to incident plane SH waves , 1970 .

[15]  Mladen Vucetic,et al.  Cyclic Characterization of Liquefiable Sands , 1993 .

[16]  Ground motion on alluvial valleys under incident plane SH waves , 1991, The Journal of the Australian Mathematical Society. Series B. Applied Mathematics.

[17]  Domniki Asimaki,et al.  From Stiffness to Strength: Formulation and Validation of a Hybrid Hyperbolic Nonlinear Soil Model for Site‐Response Analyses , 2017 .