Shallow Microtremor Array Survey Using Miniature and Small Arrays: Strategy for Efficient and Feasible Dense Survey

Author:

Cho I.1ORCID,Nakazawa T.1

Affiliation:

1. Geological Survey of Japan, AIST Tsukuba Japan

Abstract

AbstractWe investigated the applicability of miniature microtremor arrays with a radius of a few meters or less to shallow surveys (up to a few tens of meters). It is shown that the upper limit wavelength normalized by the seismometer separation distance s that is analyzable by a miniature array does not depend on the observation instrument as long as the instrument has a self‐noise level that is sufficiently lower than the microtremor intensities; however, it generally depends on the average S‐wave velocity of the ground. This means that a miniature array is useful at soft‐soil sites but not hard‐soil sites. A statistical study in central Japan showed that the penetration depth by a miniature array with s = 1 m ranges from 6 to 12 m; specifically, the depth exceeds 12 m in one quarter of the cases but remains below 6 m in one quarter of the cases. This large variation is due to the variation in the average S‐wave velocity. A miniature array should thus be used in combination with a larger array with an s value of several meters to 20 m. In urbanized areas with high industrial activity, where the microtremor wavefield is likely isotropic, these arrays can be replaced by a linear array. In environments with extremely low signal‐to‐noise ratios, a less efficient zero‐crossing method should be applied to the larger array. An appropriate observation strategy should be selected for a given geoenvironment. Field examples show that our strategy enables efficient and feasible dense surveys.

Funder

Japan Society for the Promotion of Science

Publisher

American Geophysical Union (AGU)

Reference48 articles.

1. Space and time spectra of stationary stochastic waves, with special reference to microtremors;Aki K.;Bulletin of the Earthquake Research Institute, The University of Tokyo,1957

2. Providing NEHRP Soil Classification from the Direct Interpretation of Effective Rayleigh-Wave Dispersion Curves

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