Imaging Subsurface Structure of an Urban Area Based on Diffuse-Field Theory Concept Using Seismic Ambient Noise

被引:12
作者
Bora, Nilutpal [1 ]
Biswas, Rajib [2 ]
Malischewsky, Peter [3 ]
机构
[1] Indian Inst Technol Guwahati, Dept Civil Engn, Gauhati 781039, India
[2] Tezpur Univ, Dept Phys, Geophys Lab, Tezpur 784028, Assam, India
[3] Friedrich Schiller Univ Jena, Inst Geosci, D-07749 Jena, Germany
关键词
Site effects; seismic noise; spectral ratio techniques; shear-wave velocity profile; earthquake data analysis; soil characterization; VERTICAL SPECTRAL RATIO; WAVE VELOCITY PROFILES; SITE EFFECT EVALUATION; KOPILI FAULT ZONE; H/V-RATIO; ARRAY MEASUREMENTS; NORTHEAST INDIA; STRONG-MOTION; INVERSION; MICROTREMOR;
D O I
10.1007/s00024-020-02547-4
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Single station ambient noise measurement in campaign mode has of late gained a huge popularity among geo-scientists. Herein, we present results of ambient vibration analysis, executed in a highly populated urban area covering 47 survey points. The resonance frequency estimates range from 0.5 to 3 Hz, as found from H/V. Taking H/V curve as input for retrieving subsurface information, we deploy diffuse field assumption (DFA) theory. The obtained shear wave velocity from the inversion of H/V curve through DFA approach provides evidence of the complex nature of the subsurface geological structures. Identifying six characteristic 2D cross-sections of the entire area, we attain prevalence of a low-velocity intermediate layer with velocity ranging from 128-192 m/s. On the contrary, a relatively high-velocity layer is also obtained (279-471 m/s) which can be treated as sedimentary deposits (may be for some sites as basin basement). The attained results, when extended to a 3D shear wave profile, tally excellently with estimated frequency distribution and its corresponding links with depth wise strata, accompanied by a topographical profile of the surveyed locations. All findings are comprehensively analyzed and interpreted as a proof of concept of implementation of DFA approach towards retrieving subsurface information.
引用
收藏
页码:4733 / 4753
页数:21
相关论文
共 73 条
[1]  
Albarello D., 2015, 1 BREAK, V33, P79
[2]   Structure of an ambient vibration wavefield in the frequency range of engineering interest ([0.5,20] Hz): insights from numerical modelling [J].
Albarello, Dario ;
Lunedei, Enrico .
NEAR SURFACE GEOPHYSICS, 2011, 9 (06) :543-559
[3]  
[Anonymous], 2002, Statistics and data analysis in geology
[4]  
[Anonymous], 2004, Guidelines for the implementation of the H/V spectral ratio technique on ambient vibrations
[5]  
measurements, processing, and interpretation, P1
[6]  
Ashford SA, 1997, B SEISMOL SOC AM, V87, P701
[7]   The H/V technique: capabilities and limitations based on the results of the SESAME project - Foreword [J].
Bard, Pierre-Yves .
BULLETIN OF EARTHQUAKE ENGINEERING, 2008, 6 (01) :1-2
[8]  
Bard PY., 1999, P EFFECTS SURFACE GE, V3, P1251
[9]   Site effects by H/V ratio: Comparison of two different procedures [J].
Bindi, D ;
Parolai, S ;
Spallarossa, D ;
Catteneo, M .
JOURNAL OF EARTHQUAKE ENGINEERING, 2000, 4 (01) :97-113
[10]  
Biswas R., 2011, MEM GEOPHYS SOC INDI, V77, P173