Inversion of shallow shear wave velocity profile of engineering site from recordings associated with microtremors array
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Inversion of shallow shear wave velocity profile of engineering site from recordings associated with microtremors array
Vol. 29, Issue 2, (2008)
作者机构:
1. 哈尔滨工业大学 土木工程学院,哈尔滨,150090
2. 黑龙江科技学院 建筑工程学院,哈尔滨,150027
3. 中国地震局工程力学研究所,哈尔滨,150080
作者简介:
基金信息:
DOI:
CLC:TU459+.3
Online First:10 July 2013,
Published:2008
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DONG Lian-cheng, TAO Xia-xin, SHI Li-jing, et al. Inversion of shallow shear wave velocity profile of engineering site from recordings associated with microtremors array[J]. 2008, 29(2).
DOI:
DONG Lian-cheng, TAO Xia-xin, SHI Li-jing, et al. Inversion of shallow shear wave velocity profile of engineering site from recordings associated with microtremors array[J]. 2008, 29(2).DOI:
Inversion of shallow shear wave velocity profile of engineering site from recordings associated with microtremors array
The soil parameters that effect phase velocity of Love wave are compared; and it is feasible using phase velocity of Love wave to determine shallow shear wave velocity profile of the site by virtual inversion. The first mode phase velocity of Love wave estimated from three-component microtremor array records is chosen as the object function
the shallow shear wave velocity profile of the practical site is inversed by means of a hybrid approach of genetic algorithm and simplex in two typical conditions and are compared with those determined from PS logging data; and it shows that it is a feasible technique using phase velocity of Love wave estimated from microtremors array to determine the shallow S-wave velocity structure of engineering site.