Region-dependent site conditions in China: Evidence from borehole data statistics

钻孔 地质学 中国 土壤科学 矿物学 地理 岩土工程 考古
作者
Xinxin Yao,Peng Zhang,Yu Zhao,Hongwei Wang,Daren Wang
出处
期刊:Frontiers in Earth Science [Frontiers Media]
卷期号:10 被引量:1
标识
DOI:10.3389/feart.2022.1107921
摘要

Consideration of site effects is vital in modeling and predicting earthquake ground motions. However, site conditions can vary markedly between different localities. The regional dependency of site conditions in China has not yet been investigated systematically. In this study, profiles of 6,179 boreholes were collected from four regions in China, i.e., the Capital Metropolitan (CM), Xinjiang (XJ), Guangdong—Guangxi (GG), and Sichuan–Yunnan (SY) areas. Quantitative characteristic parameters including site category, equivalent shear wave velocity ( V se ), and the thickness of the overlying soil layer ( H ) defined by the Chinese seismic code, and V S30 and the median shear wave profile were all analyzed to confirm the dependency on site conditions among the four regions. Investigation revealed that the majority of sites in most regions are classified as Class-II sites with no Class-IV sites, except in CM. In comparison with the other three regions, a larger number of GG sites are classified as Class-I. Sites in XJ are generally characterized by small H values (<20 m) and large V se values (250 –450 m/s), while those in CM are characterized by large H values (average: ∼50 m) and small V se values (150 –300 m/s). Generally, the V se and H values are similar in GG and SY, i.e., the sites are covered by an overlying soil layer that is ∼20 m thick with an average V se value of ∼250 m/s. A very thin (<5 m) overlying soil layer is observed at many more sites in GG than at sites in the other three regions. The V S30 values in CM, SY, and GG all approximately follow a lognormal distribution with various logarithmic means, i.e., 257.2, 299.6, and 360.9 m/s, respectively. However, the V S30 values of most sites in XJ broadly follow a uniform distribution with a range of 200 –550 m/s. We summarized the characteristics of the median V S profiles of each V S30 -based category (C1, C2, and C3) for each region. The median V S profiles between any two regions are mainly manifested as parallel trends for sites in category C1, whereas they present trends of intersection for sites in categories C2 and C3. The findings of this study could serve as a basis for the establishment of a regional empirical model for site-dependent seismic response in China.
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