Study on dynamic response of saturated soft clay under the subway vibration loading I: instantaneous dynamic response

被引：0
|
作者：
Xingwei Ren
Yiqun Tang
Yiqing Xu
Yuandong Wang
Xi Zhang
Sha Liu
机构：
[1] Tongji University,Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education
[2] Tongji University,Department of Geotechnical Engineering
[3] Zhejiang Shuren University,Urban Construction College
来源：
Environmental Earth Sciences | 2011年 / 64卷
关键词：
Subway vibration loading; Wave equation; Space–time solution; Filed dynamic monitoring; Laboratory GDS test;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
In this paper, the results of the instantaneous dynamic response of saturated soft clay under the subway vibration loading are presented. Based on the assumption of soil as viscoelastic medium, wave equation under forced vibration of three-dimensional anisotropy is derived, and time–space domain semi-analytical solution is given through Laplace and Fourier transform and their inverse transform using MATALB. Taking Shanghai metro line No. 2 for example, the dynamic monitoring is conducted with embedded earth pressure gauges and pore piezometers around the tunnel, and the horizontal response amplitude of dynamic stress of soil around the tunnel is calculated by the method presented in this paper with the laboratory Global Digital System test apparatus to determine the related calculation parameters. Then, a comparative analysis is made between calculation result and continuous field monitored data, and it is found that the attenuation trend of the two cases agree well with each other both in the horizontal and vertical direction, which indicates that the method presented in this study is reasonable.
引用
收藏
页码：1875 / 1883
页数：8
相关论文
共 50 条
  • [41] Dynamic response of open pipe pile under vertical cyclic loading in sand and clay
    Li, Xin
    Liu, Junwei
    Zhu, Na
    Zhao, Guoxiao
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2020, 139
  • [42] Response of materials under-dynamic loading
    Clifton, RJ
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2000, 37 (1-2) : 105 - 113
  • [43] The Study of Subway Tunnel Seismic Nonlinear Dynamic Response
    Liu, Mingming
    Li, Xiaofang
    He, Shidan
    [J]. PROCEEDINGS OF THE 2016 INTERNATIONAL CONFERENCE ON EDUCATION, MANAGEMENT, COMPUTER AND SOCIETY, 2016, 37 : 1870 - 1873
  • [44] Experiment of Dynamic Characteristics of Saturated Remolded Clay Under Intermittent Cyclic Loading
    Lei, Huayang
    Yang, Xiaonan
    Xu, Yinggang
    Zhang, Lei
    [J]. Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology, 2021, 54 (08): : 799 - 806
  • [45] Contrastive study on the dynamic characteristics of saturated clay in different vibration frequencies
    [J]. Zheng, G. (zhenggang1967@163.com), 2013, Tianjin University (46):
  • [46] Response of Ceramic Tiles Under Dynamic Loading, Part I - Experimental Study and Empirical Equation
    Wang, B.
    Tan, W. C.
    Lu, G.
    Lau, W. S.
    [J]. IES Journal, 1994, 34 (07):
  • [47] Response of saturated soft soils to dynamic impact accompanying earthquakes
    I. G. Mindel
    V. V. Sevostyanov
    B. A. Trifonov
    N. A. Ragozin
    [J]. Water Resources, 2015, 42 : 958 - 969
  • [48] Response of Saturated Soft Soils to Dynamic Impact Accompanying Earthquakes
    Mindel, I. G.
    Sevostyanov, V. V.
    Trifonov, B. A.
    Ragozin, N. A.
    [J]. WATER RESOURCES, 2015, 42 (07) : 958 - 969
  • [49] Study on Reinforce Saturated Soft Clay Foundation with Dynamic Consolidation by Drainage
    Sui, Zhili
    Li, Zhaoguang
    Wang, Xupeng
    Li, Wenli
    Xu, Tiejun
    [J]. CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE II, PTS 1 AND 2, 2013, 438-439 : 1171 - +
  • [50] Model of pore water pressure development in saturated soft clay around a subway tunnel under vibration load
    Tongji University, Shanghai 200092, China
    不详
    [J]. Tumu Gongcheng Xuebao, 2007, 4 (82-86): : 82 - 86
12345