昆明盆地常规土类剪切波速与埋深的关系研究OACSTPCD
Correlation Between Shear Wave Velocity and Burial Depth of Conventional Soil in Kunming Basin
依据昆明盆地地震安全性评价中场地钻孔剪切波速资料,用最小二乘法和非线性回归法探讨了昆明盆地6种常规土类的剪切波速与埋深的关系;推荐给出常规土类剪切波速与埋深的线性模型、幂函数模型、一元二次多项式模型和复杂函数模型的统计经验公式,最后利用新建工程的钻孔剪切波速实测值检验上述推荐模型.结果表明:昆明盆地常规土类剪切波速与埋深存在较强的相关性,且随埋深的增大,样本离散程度也随之增大;文中各个模型的拟合值非常接近实测值,误差百分比很低,模型合理可靠.研究结果可为昆明盆地地区钻孔剪切波速的相关工作提供参考.
Based on the shear wave velocity data of site boreholes in the seismic safety evaluation of Kunming Basin,the correlation between shear wave velocity and burial depth of six kinds of conventional soil in Kunming Basin was discussed by the least square method and nonlinear regression method.The statistical empirical formulas for the linear model,power function model,quadratic polynomial model,and complex function model of shear wave velocity and burial depth of conventional soil were recommended.Finally,the above-recommended models were tested by the measured values of borehole shear wave velocity of new projects.The results show that there is a strong correlation between shear wave velocity and burial depth of conventional soil in Kunming Basin,and the degree of sample dispersion increases with the increase in burial depth.The fitting values of each model in this paper are very close to the measured values,and the error percentage is very low.The model is reasonable and reliable.The research results can provide a reference for the related work of borehole shear wave velocity in Kunming Basin.
姚姜森;王珏;李圣;刘昌伟;宋晓春;陆斌斌
云南省地震局,昆明 600051
地球科学
昆明盆地常规土类钻孔剪切波速埋深拟合判定系数
Kunming BasinConventional soilBoreholeShear wave velocityBurial depthFittingCoeffi-cient of determination
《华南地震》 2024 (003)
40-50 / 11
云南省地震局青年基金课题(2022K06);云南省地震工程勘察院有限公司自立项目(2022ZXZL)联合资助.
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