[1]易文星,李 安,雷生学,等.天津市平原地区土层剪切波速与埋深间的关系[J].华南地震,2024,(01):52-62.[doi:10.13512/j.hndz.2024.01.06]
 YI Wenxing,LI An,LEI Shengxue,et al.Relationship between Shear Wave Velocity and Buried Depth in Tianjin Plain Area[J].,2024,(01):52-62.[doi:10.13512/j.hndz.2024.01.06]
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天津市平原地区土层剪切波速与埋深间的关系()
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华南地震[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2024年01期
页码:
52-62
栏目:
地震科学研究
出版日期:
2024-03-30

文章信息/Info

Title:
Relationship between Shear Wave Velocity and Buried Depth in Tianjin Plain Area
文章编号:
1001-8662(2024)01-0052-11
作者:
易文星1李 安1雷生学2郭长辉3原浩东4
1.中国地震局地质研究所 地震动力学国家重点实验室,北京 100029;2.天津市地震局,天津 300201;3.中国地震局第一监测中心,天津 300180;4.长安大学地质工程与测绘学院 西部矿产资源与地质工程教育部重点实验室,西安 710054
Author(s):
YI Wenxing1LI An1LEI Shengxue2GUO Changhui3YUAN Haodong456
1.State Key Laboratory of Earthquake Dynamics , Institute of Geology , CEA , Beijing 100029, China ;2.Tianjin Earthquake Agency , Tianjin 300201, China;3.The First Monitoring and Application Center , CEA, Tianjin 300180, China;4.Key Laboratory of Western China Mineral , Resources and Geological Engineering , College of Geological Engineering and Surveying of Chang'5.an University , Xi'6.an 710054, China
关键词:
剪切波速土层埋深拟合公式统计回归
Keywords:
Shear wave velocitySoil depthFitting formulaStatistical regression
分类号:
TU435
DOI:
10.13512/j.hndz.2024.01.06
文献标志码:
A
摘要:
天津市位于渤海湾区,土层以细颗粒物为主,易发生地基失效和不均匀沉降的地震地质问题。利用天津市平原地区积累的钻孔剪切波速资料,定性分析了剪切波速与土层深度的关系。分别对天津市平原区不同沉积区域的粘土、粉土、中细砂三种土类运用多种函数拟合模型进行统计回归。结果显示:天津市土层剪切波速与埋深存在显著的正相关关系,二次多项式函数拟合模型更适合用于该地区的剪切波速预测。天津市平原区的第四系地层沉积特征与剪切波速结果相关性明显,显著影响预测模型的拟合优度。最后经过可靠性检验表明,区分土类与不区分土类预测结果的平均相对误差均在10%以内,在土类未知的情况下,使用不区分土类的拟合关系式进行剪切波速的预测可以获得较为合理的可靠性结果。
Abstract:
Tianjin is located in the Bohai bay area, and its soil layer is dominated by fine particles, which is prone to seismic and geological problems of foundation failure and uneven settlement. The relationship between shear wave velocity and soil depth is qualitatively analyzed by using the data of borehole shear wave velocity accumulated in Tianjin plain area. The clay,silt and medium fine sand in different sedimentary regions of Tianjin plain area was statistically regressed by using different function fitting models. The regressive statistical analyses show that there is a significant positive correlation between the shear wave velocity and buried depth in Tianjin and the quadratic polynomial function fitting model is more suitable for the prediction of shear wave velocity in this region. The correlation between the sedimentary characteristics of Quaternary strata and shear wave velocity in Tianjin plain area is obvious, which significantly affects the fitting accuracy of the prediction models. After the reliability test, the results show that the average relative errors of the prediction results which used the fitting model with different soil classification and the fitting model without classification is less than 10%. Furthermore,in the case of unknown soil types, using the fitting model without classification to predict shear wave velocity can obtain reasonable reliability results.

参考文献/References:

[1]何仲太,马保起,卢海峰.衡水市岩土体剪切波速与土层深度的关系[J].科学技术与工程,2014,14(35):90-96.
[2]李敏,杨立国,陈海鹏,等.杭州市典型土层剪切波速与埋深间的关系分析[J].震灾防御技术,2020,15(01):77-88.
[3]乔峰,薄景山,张兆鹏,等.广西柳州地区常见土类剪切波速与埋深之间的相关性[J].地震学报,2020,42(01):109-119+121.
[4]蔡润,彭涛,罗东林,等.成都地区土层剪切波速与埋深的关系[J].地震研究,2022,45(03):498-508.
[5]高武平,陈宇坤,任峰,等.天津滨海地区浅层剪切波速与基底构造关系研究[J].震灾防御技术,2012,7(2):130-136.
[6] Lew M,Chieruzzi R,Campbell K,et al. Correlations of seismic velocity with depth[C]//International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. Rolla,Missouri:Missouri University of Science and Technology,1981.
[7]曾勇.土层的性质与剪切波速的关系[J].地震工程学报, 1986,8(3):71-78.
[8]任瑞国,李宏伟,扈桂让.山西临汾市区土层剪切波速与埋深关系的研究[J].山西地震,2023(03):52-56.
[9]乔峰,阮雪飞,王亮,等.廊坊地区常规土类剪切波速与埋深之间的相关性[J]. 科学技术与工程,2023,23(15):6549-6559.
[10]蒋其峰,葛孚刚,魏玮.鲁西平原地区土体剪切波速与埋深关系研究[J].世界地震工程,2019,35(03):136-143.
[11]刘红帅,郑桐,齐文浩,等.常规土类剪切波速与埋深的关系分析[J].岩土工程学报,2010,32(7):1142-1149.
[12]王琦,刘红帅,郑桐,等.天津地区覆盖土层剪切波速与埋深的相关性分析[J].地震工程与工程振动,2018,38 (6):190-201.
[13]天津市地质矿产局.天津市区域地质志[M].北京:地质出版社,1992.
[14]陈宇坤,李振海,邵永新,等.天津地区第四纪年代地层剖面研究[J].地震地质,2008,30(2):383-399.
[15]汪闻韶.土工地震减灾工程中的一个重要参量——剪切波速[J].水利学报,1994(03):80-84+89.

备注/Memo

备注/Memo:
收稿日期:2023-09-04
基金项目:地震动力学国家重点实验室自主研究课题(LE2022A01);国家重点研发计划课题(2018YFC1504202)联合资助。
作者简介:易文星(2000-),男,硕士研究生,主要从事活动构造与地震地质研究。通信作者:李安(1983-),男,博士,研究员,硕士生导师,主要从事活动断层和地震地质研究。E-mail:18382302285@163.com
更新日期/Last Update: 2024-03-30