Microtremors as a geophysical exploration tool:: Applications and limitations

被引:135
作者
Delgado, J
Casado, CL
Giner, J
Estévez, A
Cuenca, A
Molina, S
机构
[1] Univ Alicante, Dpt Ciencias Tierra, E-03080 Alicante, Spain
[2] Univ Granada, Fac Ciencias, Dpt Fis Teor & Cosmos, Granada, Spain
[3] COPUT, Direcc Carreteras, Alicante, Spain
关键词
frequency of resonance; geophysical exploration; H/V ratios; microtremors; soil thickness;
D O I
10.1007/PL00001128
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
The usefulness of microtremors as a geophysical exploration tool has been analyzed. This application is possible due to the relationship between the main resonance frequency of a given soil, obtained from the H/V spectral ratios of microtremors, its thickness and average shear velocity. We first measured the ambient noise at 33 sites and determined their main resonance frequency. Detailed geotechnical information was available for 23 of the sites, thereby allowing us to establish a quantitative relationship between the resonance frequency and the thickness of the soil, and indirectly between either of them and the shear velocity of the soil. The practical application of this relationship has revealed its usefulness in determining the surface structure of a valley with excellent accuracy, with an error of only 15% in the depths calculated. These errors are due to the simplification of the problem that this method implies: it requires that the shear velocity vary constantly with depth throughout the study region, which is evidently not always so, and that the input data themselves intrinsically have a certain degree of uncertainty. This method is therefore not valid when there is no mechanical contrast between the study soil and the underlying layer or when the shear velocity varies irregularly with depth in the study area.
引用
收藏
页码:1445 / 1462
页数:18
相关论文
共 21 条
[11]  
Hardin B.O., 1978, P ASCE GEOTECHNICAL, V1, P3, DOI DOI 10.1520/GTJ10069J
[12]  
Hardin B.O., 1963, Journal of the Soil Mechanics and Foundations Division, V89, P33, DOI [10.1061/JSFEAQ.0000493, DOI 10.1061/JSFEAQ.0000493]
[13]  
Ibs-von Seht M, 1999, B SEISMOL SOC AM, V89, P250
[14]  
Kramer S.L., 1996, GEOTECHNICAL EARTHQU
[15]   NUMERICAL AND THEORETICAL INVESTIGATIONS ON THE POSSIBILITIES AND LIMITATIONS OF NAKAMURA TECHNIQUE [J].
LACHET, C ;
BARD, PY .
JOURNAL OF PHYSICS OF THE EARTH, 1994, 42 (05) :377-397
[16]  
LERMO J, 1993, B SEISMOL SOC AM, V83, P1574
[17]  
Nakamura Y., 1989, Q Rep Railw Tech Res Inst, V30, P25
[18]   MODULI AND DAMPING FACTORS FOR DYNAMIC ANALYSES OF COHESIONLESS SOILS [J].
SEED, HB ;
WONG, RT ;
IDRISS, IM ;
TOKIMATSU, K .
JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1986, 112 (11) :1016-1032
[19]  
Soria JM, 1999, B SOC GEOL FR, V170, P349
[20]  
TELFORD WM, 1990, APPL GEOPHYSICS