Coseismic Ground Deformation Reproduced through Numerical Modeling: A Parameter Sensitivity Analysis

被引:3
|
作者
Panara, Yuri [1 ]
Toscani, Giovanni [1 ,3 ]
Cooke, Michele L. [2 ]
Seno, Silvio [1 ,3 ]
Perotti, Cesare [1 ,3 ]
机构
[1] Univ Pavia, Dept Earth & Environm Sci, I-27100 Pavia, Italy
[2] Univ Massachusetts, Dept Geosci, Amherst, MA 01003 USA
[3] CRUST Ctr InteRUniv Anal SismoTetton Tridimens Ap, I-27100 Pavia, Italy
关键词
coseismic ground deformation; active fault geometry; DInSAR; numerical models; sensitivity analysis; EARTHQUAKE CENTRAL APENNINES; 6.3 LAQUILA EARTHQUAKE; SLIP DISTRIBUTION; LANDERS EARTHQUAKE; POSTSEISMIC SLIP; FAULT LINKAGE; DISLOCATION; INVERSION; GEOMETRY; DINSAR;
D O I
10.3390/geosciences9090370
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Coseismic ground displacements detected through remote sensing surveys are often used to invert the coseismic slip distribution on geologically reliable fault planes. We analyze a well-known case study (2009 L'Aquila earthquake) to investigate how three-dimensional (3D) slip configuration affects coseismic ground surface deformation. Different coseismic slip surface configurations reconstructed using aftershocks distribution and coseismic cracks, were tested using 3D boundary element method numerical models. The models include two with slip patches that reach the surface and three models of blind normal-slip surfaces with different configurations of slip along shallowly-dipping secondary faults. We test the sensitivity of surface deformation to variations in stress drop and rock stiffness. We compare numerical models' results with line of sight (LOS) surface deformation detected from differential SAR (Synthetic Aperture Radar) interferometry (DInSAR). The variations in fault configuration, rock stiffness and stress drop associated with the earthquake considerably impact the pattern of surface subsidence. In particular, the models with a coseismic slip patch that does not reach the surface have a better match to the line of sight coseismic surface deformation, as well as better match to the aftershock pattern, than models with rupture that reaches the surface. The coseismic slip along shallowly dipping secondary faults seems to provide a minor contribution toward surface deformation.
引用
收藏
页数:20
相关论文
共 50 条
  • [31] Numerical modeling of pulse tube refrigerator and sensitivity analysis of simulation
    Jahanbakhshi, R.
    Saidi, M. H.
    Ghahremani, A. R.
    HVAC&R RESEARCH, 2013, 19 (03): : 242 - 256
  • [32] Modeling of atmospheric multiphase chemistry: Numerical integration and sensitivity analysis
    Djouad, R
    Sportisse, B
    Audiffren, N
    Charpentier, I
    AIR POLLUTION MODELLING AND SIMULATION, PROCEEDINGS, 2002, : 444 - 453
  • [33] Measurement of Ground Deformation using Shape-Accel-Array and Numerical Analysis
    Huang He
    Yamamoto, Haruyuki
    Meng Ling-Yu
    DEFORMATION CHARACTERISTICS OF GEOMATERIALS, PTS 1 AND 2, 2011, : 1333 - 1339
  • [34] Numerical Analysis of Deformation Characteristic of Deep and Soft Ground under Vacuum Preloading
    Xu Binbin
    Si Wei
    PROCEEDINGS OF THE 2016 INTERNATIONAL CONFERENCE ON EDUCATION, MANAGEMENT, COMPUTER AND SOCIETY, 2016, 37 : 1653 - 1656
  • [35] Numerical analysis on deformation of pavement and soft clay ground interaction for cyclic loads
    Wang, Linyu
    Xie, Xinyu
    Zhu, Xiangrong
    Zeng, Guoxi
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2000, 13 (03): : 1 - 3
  • [36] Material flow stress sensitivity analysis in numerical cutting modeling
    Arrazola, PJ
    Meslin, F
    Le Maître, F
    Marya, S
    MATERIALS PROCESSING AND DESIGN: MODELING, SIMULATION AND APPLICATIONS, PTS 1 AND 2, 2004, 712 : 1408 - 1413
  • [37] Numerical Analysis of Ground Surcharge Effects on Deformation Characteristics in Shield Tunnel Linings
    Wei, Lixin
    Yang, Chunshan
    Chen, Weijie
    Liu, Liying
    Su, Dong
    APPLIED SCIENCES-BASEL, 2024, 14 (06):
  • [38] Numerical analysis of the influence of mining ground deformation on the structure of a masonry residential building
    Szojda, L.
    Kapusta, L.
    ARCHIVES OF CIVIL ENGINEERING, 2021, 67 (03) : 243 - 257
  • [39] Numerical analysis of the surrounding ground deformation in interchange tunnel for underground road in Beijing
    Yang, Sanzi
    Zhang, Dingli
    Su, Jie
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2016, 49 : 103 - 106
  • [40] Seismic risk sensitivity analysis focusing on stochastic ground motion modeling
    Taflanidis, A. A.
    Vetter, C.
    APPLICATIONS OF STATISTICS AND PROBABILITY IN CIVIL ENGINEERING, 2011, : 2465 - 2473