Shallow S-wave Velocity Profile Estimation using Surface Velocity and Microtremor HVSR with a Linear Velocity Increase Approach

被引:0
作者
Pramatadie, Andi Muhamad [1 ]
Yamanaka, Hiroaki [2 ]
Afnimar [3 ]
机构
[1] Hasanuddin Univ, Dept Geophys, Jalan Perintis Kemerdekaan Km 10, Makassar 90245, Indonesia
[2] Tokyo Inst Technol, Dept Architecture & Bldg Engn, 4259-G5-6 Nagatsuta,Midori Ku, Yokohama 2268502, Japan
[3] Inst Teknol Bandung, Geophys Engn Study Program, Jalan Ganesha 10, Bandung 40132, Indonesia
关键词
microtremors; horizontal-to-vertical spectral ratio; Rayleigh wave; velocity-depth function; soil amplification; LONG-PERIOD MICROTREMORS; PHASE-VELOCITY; H/V; INVERSION; BASIN; MODEL; SOIL; DEPTH; NOISE; AREA;
D O I
10.5614/j.math.fund.sci.2023.54.3.4
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
We propose a simple method for 1D S-wave velocity (Vs) profile estimation using a measured surface S-wave velocity (V1) and peak frequency of the observed microtremor horizontal-to-vertical spectral ratio (HVSR). In this method, the S-wave velocity profile is presented as linear velocity increase with depth in sediments over a bedrock layer that has a given constant S-wave velocity. Thus, the profile can be parameterized with the measured surface S-wave velocity and the velocity gradient. The gradient can be estimated based on the agreement of the peak frequencies of the observed microtremor HVSR and the theoretical ellipticity of the fundamental mode of the Rayleigh wave. We examined the applicability of the proposed method using numerical tests as well as application to actual data at five sites in the Bandung Basin, Indonesia, where observed Rayleigh wave phase velocities from microtremor array surveys were available. The applicability was confirmed in numerical tests using sample models of soil profiles in the basin. Actual application indicated the appropriateness of the estimated S-wave velocity profiles due to the similarity of their theoretical Rayleigh wave phase velocities with the observed Rayleigh wave phase velocities. Since the proposed method needs prior confirmation of the linear increase of the S-wave velocity, it is suitable for use in spatial interpolation of shallow S-wave velocity profiles with simple data acquisition.
引用
收藏
页码:330 / 358
页数:29
相关论文
共 60 条
[1]   S-wave velocity profiling by inversion of microtremor H/V spectrum [J].
Arai, H ;
Tokimatsu, K .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2004, 94 (01) :53-63
[2]   Elastic wave velocity evolution of shales deformed under uppermost crustal conditions [J].
Bonnelye, Audrey ;
Schubnel, Alexandre ;
David, Christian ;
Henry, Pierre ;
Guglielmi, Yves ;
Gout, Claude ;
Fauchille, Anne-Laure ;
Dick, Pierre .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2017, 122 (01) :130-141
[3]  
Building Seismic Safety Council, 2004, Fema, P47
[4]   HIGH-RESOLUTION FREQUENCY-WAVENUMBER SPECTRUM ANALYSIS [J].
CAPON, J .
PROCEEDINGS OF THE IEEE, 1969, 57 (08) :1408-&
[5]   Estimation of shallow S-wave velocity structure using microtremor array exploration at temporary strong motion observation stations for aftershocks of the 2016 Kumamoto earthquake [J].
Chimoto, Kosuke ;
Yamanaka, Hiroaki ;
Tsuno, Seiji ;
Miyake, Hiroe ;
Yamada, Nobuyuki .
EARTH PLANETS AND SPACE, 2016, 68
[6]   Seismic velocity structure of the Jakarta Basin, Indonesia, using trans-dimensional Bayesian inversion of horizontal-to-vertical spectral ratios [J].
Cipta, A. ;
Cummins, P. ;
Dettmer, J. ;
Saygin, E. ;
Irsyam, M. ;
Rudyanto, A. ;
Murjaya, J. .
GEOPHYSICAL JOURNAL INTERNATIONAL, 2018, 215 (01) :431-449
[7]   Quick estimates of soft sediment thicknesses from ambient noise horizontal to vertical spectral ratios: A case study in southern Italy [J].
D'Amico, V ;
Picozzi, M ;
Albarello, D ;
Naso, G ;
Tropenscovino, S .
JOURNAL OF EARTHQUAKE ENGINEERING, 2004, 8 (06) :895-908
[8]   Multiple-peak HVSR curves: Management and statistical assessment [J].
Dal Moro, G. ;
Panza, G. F. .
ENGINEERING GEOLOGY, 2022, 297
[9]  
Dal Moro G, 2014, Surface wave analysis for near surface applications, P77
[10]  
Dam M. A. C., 1992, Special Publication, V13