Effects of Earthquake on Behavior Characteristics of Fault Gouge in Time-History Analysis of Slope

被引:0
|
作者
Moon, Seong-Woo [1 ]
Kim, Hyeong-Sin [2 ]
Seo, Yong-Seok [1 ]
机构
[1] Chungbuk Natl Univ, Dept Earth & Environm Sci, 1 Chungdae Ro, Cheongju 28644, Chungcheongbuk, South Korea
[2] Chungbuk Natl Univ, Dept Disaster Prevent Engn, 1 Chungdae Ro, Cheongju 28644, Chungcheongbuk, South Korea
基金
新加坡国家研究基金会;
关键词
STABILITY ANALYSIS; STRENGTH;
D O I
10.1155/2022/2456807
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A time-history analysis, based on the,nite element method, was performed to identify the behavior of a slope containing fault gouge during earthquakes. Input seismic waves were obtained from earthquake data measured in Korea, with,ve earthquakes (M3.0, M3.9, M5.1, M5.4, and M5.8) to analyse the magnitude e'ects. The acceleration e'ects indicate approximately 50%-110% residual shear strain depending on the acceleration -uctuation within the coda wave section after the maximum acceleration was reached. This indicates that the permanent deformation due to the earthquake will remain because the ground is an elastic-plastic material. The magnitude e'ects also indicate that both the maximum shear stress and strain increase simultaneously as the magnitude increases and as the maximum acceleration tends to increase with increasing magnitude. However, both the cumulative and maximum accelerations should be considered when assessing slope stability since both the maximum shear stress and strain are a'ected by these two accelerations. Analysis of the presence or absence of fault gouge indicates that the shear strain could be concentrated on fault gouge, which is easily deformed or destroyed by shear strain.
引用
收藏
页数:19
相关论文
共 50 条
  • [41] Dynamic time-history analysis of hybrid base isolation of building structure
    Li, Jun
    Li, Aiqun
    Cheng, Wenrang
    Nanjing Hangkong Hangtian Daxue Xuebao/Journal of Nanjing University of Aeronautics and Astronautics, 2002, 34 (01):
  • [42] TIME-HISTORY ANALYSIS RESULTS OF RC FRAMES FOR DIFFERENT GROUND ACCELERATIONS
    Kwon, Hak Sub
    Shin, Kyung Jae
    Park, Sung Hyun
    Min, Gi Yo
    Lee, Joon Sub
    IMPLEMENTING INNOVATIVE IDEAS IN STRUCTURAL ENGINEERING AND PROJECT MANAGEMENT, 2015, : 337 - 342
  • [43] AN ELASTIC-PLASTIC TIME-HISTORY ANALYSIS ON STRUCTURE WITH MR DAMPER
    Zhao, Yuliang
    Xu, Zhaodong
    Zhang, Xiangcheng
    FUNDAMENTAL RESEARCH IN STRUCTURAL ENGINEERING: RETROSPECTIVE AND PROSPECTIVE, VOLS 1 AND 2, 2016, : 1076 - 1081
  • [44] TIME-HISTORY ANALYSIS FOR ROTORCRAFT DYNAMICS BASED ON A COMPONENT APPROACH.
    Sopher, Robert
    Hallock, Daniel W.
    Journal of the American Helicopter Society, 1986, 31 (01) : 43 - 51
  • [45] Microstructural and mineral analysis on the fault gouge in the coseismic shear zone of the 2008 Mw 7.9 Wenchuan earthquake
    Ren-mao Yuan
    Bing-liang Zhang
    Xi-wei Xu
    Chuan-yong Lin
    Zhu-jun Han
    International Journal of Earth Sciences, 2015, 104 : 1425 - 1437
  • [46] An integral differentiation procedure for dynamic time-history response analysis of structures
    Li H.
    Mei Y.
    Ren Y.
    Lixue Xuebao/Chinese Journal of Theoretical and Applied Mechanics, 2019, 51 (05): : 1507 - 1516
  • [47] Time-History Analysis of Reinforced Concrete Frame Buildings with Soft Storeys
    Mahmoud, Sayed
    Genidy, Magdy
    Tahoon, Hesham
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2017, 42 (03) : 1201 - 1217
  • [48] Research on Ground Motion Selection Method for Time-history Analysis of Structure
    Zhang Y.
    Liu Y.
    Shen J.
    Zou Z.
    Yu X.
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2020, 47 (07): : 29 - 39
  • [49] Time-History Analysis of Reinforced Concrete Frame Buildings with Soft Storeys
    Sayed Mahmoud
    Magdy Genidy
    Hesham Tahoon
    Arabian Journal for Science and Engineering, 2017, 42 : 1201 - 1217
  • [50] Seismic fragility analysis of a buried gas pipeline based on nonlinear time-history analysis
    Do Hyung Lee
    Byeong Hwa Kim
    Seong-Hoon Jeong
    Jong-Su Jeon
    Tae-Hyung Lee
    International Journal of Steel Structures, 2016, 16 : 231 - 242