理论与试验研究

Seed简化法在近场与远场区域的适用性研究

  • 程藓清 ,
  • 肖仕周 ,
  • 马荣潇 ,
  • 张迎宾
展开
  • 1.西南交通大学 土木工程学院,成都 610031;
    2.中国路桥工程有限责任公司,北京 100011
程藓清(2000—),女,成都人,硕士生,主要从事岩土地震工程领域的研究工作。E-mail:cxq0925@my.swjtu.edu.cn
张迎宾(1983—),男,山西朔州人,博士,教授,主要从事岩土地震工程领域的科研与教学工作。E-mail:yingbinz719@swjtu.edu.cn

收稿日期: 2025-10-19

  网络出版日期: 2026-09-07

基金资助

中国路桥工程有限责任公司科技项目(P2220447)

Study on the Applicability of the Seed Simplified Method in Near-Field and Far-Field Regions

  • Cheng Xianqing ,
  • Xiao Shizhou ,
  • Ma Rongxiao ,
  • Zhang Yingbin
Expand
  • 1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, P.R. China;
    2. China Road and Bridge Corporation, Beijing 100011, P.R. China

Received date: 2025-10-19

  Online published: 2026-09-07

摘要

动三轴试验中常采用Seed简化法处理不规则地震荷载,但近断层地震动往往携带长周期、高幅值脉冲成分,频谱成分多元复杂,超过了Seed简化法基于常规地震动假定的范围。因此,探究Seed简化法对近断层地震及远场地震的适用性尤为重要。选取1999年中国台湾集集地震中的5条地震动,通过GDS动三轴仪将实测地震动与等效循环荷载分别施加于土样,结果表明:输入地震动产生的轴向应变与断层距具有强相关性,近场地震作用下土样残余应变最大约为远场地震作用下的14倍;近断层地震动中脉冲成分使土体产生的变形约占总变形的92%,约为残余成分产生变形的11倍,说明脉冲成分是造成土体变形的主要原因;将实测地震动产生的残余应变与对应等效循环荷载产生的轴向应变对比发现,在预定振次下,循环荷载产生的轴向应变大于远场地震动所产生的残余应变,小于近断层地震动的残余应变,因此在模拟远场地震动时Seed建议的等效振动次数偏安全,但在近断层条件下,Seed简化法适用性较差;高围压和较大动应力幅值下,Seed简化法在近断层区域的适用性显著降低。

本文引用格式

程藓清 , 肖仕周 , 马荣潇 , 张迎宾 . Seed简化法在近场与远场区域的适用性研究[J]. 地下空间与工程学报, 2026 , 22(4) : 1206 -1215 . DOI: 10.20174/j.JUSE.2026.04.10

Abstract

The Seed simplified method is often adopted in dynamic triaxial tests to deal with irregular seismic loads. However, near-fault ground motions usually carry long-period and high-amplitude pulse components, with multiple and complex spectral components, which exceed the scope assumed by the Seed simplified method based on conventional ground motions. Therefore, it is of great importance to explore the applicability of the Seed simplified method to near-fault and far-field earthquakes. Five ground motions from the 1999 Chi-Chi earthquake in Taiwan (China) were selected. The measured ground motions and equivalent cyclic loads were respectively applied to soil samples through the GDS dynamic triaxial apparatus. The test results show that there is a strong correlation between the axial strain generated by the input ground motions and the fault distance of the earthquake records. Under the action of near-fault earthquakes, the maximum residual strain of soil samples is approximately 14 times that under the action of far-field earthquakes. The research findings indicate that the deformation of soil caused by pulse components in near-fault ground motions accounts for about 92% of the total deformation, which is approximately 11 times the deformation caused by residual components, demonstrating that pulse components are the main reason for soil deformation. By comparing the residual strain generated by the measured ground motions with the axial strain generated by the corresponding equivalent cyclic loads, it is found that under the predetermined number of vibration cycles, the axial strain generated by the cyclic loads is greater than the residual strain generated by the far-field ground motions but less than the residual strain of the near-fault ground motions. Therefore, when simulating far-field ground motions, the equivalent number of vibration cycles recommended by Seed is on the safe side. However, under near-fault conditions, the applicability of the Seed simplified method is rather poor. Furthermore, under high confining pressure and large dynamic stress amplitude, the applicability of the Seed simplified method in the near-fault region is significantly reduced.

参考文献

[1] Keefer D K. Investigating landslides caused by earthquakes-a historical review[J]. Surveys in Geophysics, 2002, 23(6): 473-510.
[2] Parise M, Jibson R W. A seismic landslide susceptibility rating of geologic units based on analysis of characteristics of landslides triggered by the 17 January, 1994 Northridge, California earthquake[J]. Engineering Geology, 2000, 58(3-4):251-270.
[3] 黄润秋, 李为乐. “5.12”汶川大地震触发地质灾害的发育分布规律研究[J]. 岩石力学与工程学报, 2008, 27(12): 2585-2592. (Huang Runqiu, Li Weile. Study on the development and distribution of geological disasters triggered by the “5.12” Wenchuan earthquake[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(12): 2585-2592. (in Chinese))
[4] 吴树仁, 王涛, 石玲, 等. 2008汶川大地震极端滑坡事件初步研究[J]. 工程地质学报, 2010, 18(2): 145-159. (Wu Shuren, Wang Tao, Shi Ling, et al. Preliminary study on the extreme landslide events of Wenchuan earthquake in 2008[J]. Journal of Engineering Geology, 2010, 18(2): 145-159. (in Chinese))
[5] 范宣梅, 王欣, 戴岚欣, 等. 2022年M_S6.8级泸定地震诱发地质灾害特征与空间分布规律研究[J]. 工程地质学报, 2022, 30(5): 1504-1516.(Fan Xuanmei, Wang Xin, Dai Lanxin, et al. Characteristics and spatial distribution pattern of MS 6.8 Luding earthquake occurred on September 5, 2022[J]. Journal of Engineering Geology, 2022, 30(5): 1504-1516. (in Chinese))
[6] Xie L, Xu L, Adrian R M. Representation of near-fault pulse-type ground motions[J]. Earthquake Engineering and Engineering Vibration, 2005, 4(2): 191-199.
[7] 许立英, 林友勤, 吴应雄, 等. 近场脉冲型地震动的频谱与反应谱特征分析[J]. 自然灾害学报, 2023, 32(3): 23-35.(Xu Liying, Lin Youqin, Wu Yingqiong, et al. Spectral and response spectrum characteristics of near-field pulse-like ground motions[J]. Journal of Natural Disasters, 2023, 32(3): 23-35. (in Chinese))
[8] 韦韬, 赵凤新, 张郁山. 近断层速度脉冲的地震动特性研究[J]. 地震学报, 2006, 28(6): 629-637. (Wei Tao, Zhao Fengxin, Zhang Yushan. Study on ground motion characteristics of near-fault velocity pulse[J]. Acta Seismologica Sinica, 2006, 28(6): 629-637. (in Chinese))
[9] Somerville P G, Smith N F, Graves R W, et al. Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity[J]. Seismological Research Letters, 1997, 68(1): 199-222.
[10] Stewart J P, Chiou S J, Bray J D,et al.Ground motion evaluation procedures for performance-based design[J]. 2002, 22(9-12): 765-772.
[11] Bray J D, Rodriguez-Marek A. Characterization of forward-directivity ground motions in the near-fault region[J]. Soil Dynamics and Earthquake Engineering, 2004.
[12] Yadav K K, Gupta V K. Near-fault fling-step ground motions: Characteristics and simulation[J]. Soil Dynamics and Earthquake Engineering, 2017, 101: 90-104.
[13] Seed H B, Idriss I M. Simplified procedure for evaluating soil liquefaction potential[J]. Journal of the Soil Mechanics and Foundation Division, 1971, 97.
[14] 谢定义. 土动力学[M]. 西安: 西安交通大学出版社, 1988. (Xie Dingyi. Soil dynamics[M]. Xian: Xi'an Jiaotong University Press,1988. (in Chinese))
[15] 高广运, 洪洋, 耿建龙, 等. 饱和砂土液化判别与放大效应数值模拟研究[J]. 工程地质学报, 2022, 30(6): 1874-1881.(Gao Guangyun, Hong Yang, Geng Jianlong, et al. Numerical simulation of saturated sand liquefaction discrimination and amplification effect[J]. Journal of Engineering Geology, 2022, 30(6): 1874-1881. (in Chinese))
[16] Yang X T, Zhou Y G, Cao Y, et al. On the determination of cyclic shear stress for soil liquefaction triggering in centrifuge model test[J]. Soil Dynamics and Earthquake Engineering, 2023, 173: 108137.
[17] Muley P, Maheshwari B K, Kirar B. Liquefaction potential of sites in Roorkee Region using SPT-Based methods[J]. International Journal of Geosynthetics and Ground Engineering, 2022, 8(2): 1-13.
[18] 崔凯, 荆祥. 地震荷载作用下粗颗粒含量对川西混合土动剪切模量和阻尼比的影响[J]. 中国公路学报, 2019(12): 123-131. (Cui Kai, Jing Xiang. Effect of coarse particle content on dynamic shear modulus and damping ratio of mixed soil in western Sichuan under seismic load[J]. China Journal of Highway and Transport, 2019(12): 123-131. (in Chinese))
[19] Hyodo M, Tanimizu H, Yasufuku N, et al. Undrained cyclic and monotonic triaxial behavior of saturated loose sand[J]. Soils and Foundations, 1994, 34(1): 19-32.
[20] Hyodo M, Hyde AFL, Aramaki N. Liquefaction of crushable soils[J]. Geotechnique, 1998, 48(4): 527-543.
[21] 袁晓铭, 孙锐, 孟上九. 土体地震大变形分析中Seed有效循环次数方法的局限性[J]. 岩土工程学报, 2004, 26(2): 207-211.(Yuan Xiaoming, Sun Ming, Meng Shangjiu. Limitations of Seed effective cycle number method in seismic large deformation analysis of soil[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(2): 207-211. (in Chinese))
[22] Ishihara K,Yasuda S. Sand liquefaction under random earthquake loading condition[C]. Proceedings of the 5th World Conference on Earthquake Engineering. Rome: ASCE. 1973: 329-328.
[23] Nagase H, Ishihara K. Effects of load irregularity on the cyclic behaviour of sand[J]. Soil Dynamics and Earthquake Engineering, 1987, 6(4): 239-249.
[24] Ishihara K, Yasuda S. Sand Liquefaction Due to Irregular Excitation[J]. Soils and Foundations, 1972, 12(4): 65-77.
[25] Zhang Y B, Ding X Y, Yuan X C, et al. Full-Azimuth Quantitative Identification of Near-Fault Pulse-Like Ground Motions Based on M&P Wavelet[J]. Journal of Earthquake Engineering, 2024,28(16):4570-4596.
文章导航

/

〈 〉