Applying modified discontinuous deformation analysis to assess the dynamic response of sites containing discontinuities

Xinyan Peng, Pengcheng Yu, Yingbin Zhang, Guangqi Chen

Research output: Contribution to journalArticle

25 Citations (Scopus)

Abstract

The accurate consideration of seismic wave propagation through discontinuous media is crucial in rock engineering. Discontinuous deformation analysis (DDA), with the ability to study discontinuity behaviors, is modified by incorporating a seismic input method based on a viscous boundary and the free-field theory. After confirming the accuracy of the modified DDA using several verification examples, two practical applications, (1) the extreme ground motion during the 2008 Iwate–Miyagi earthquake, Japan, and (2) the Donghekou landslide induced by the 2008 Wenchuan earthquake, China, are simulated and reproduced by the modified DDA. The results show that seismic wave propagation through discontinuous media can be accurately simulated by the modified DDA. Further, the simulation results indicate that discontinuities are critical in the dynamic response of structures. Conclusively, the modified DDA provides an alternative approach for analyzing the dynamic response of sites containing discontinuities.

Original languageEnglish
Pages (from-to)349-360
Number of pages12
JournalEngineering Geology
Volume246
DOIs
Publication statusPublished - Nov 28 2018

Fingerprint

dynamic response
Dynamic response
discontinuity
Seismic waves
seismic wave
Wave propagation
wave propagation
Earthquakes
Sichuan earthquake 2008
Landslides
ground motion
landslide
Rocks
analysis
engineering
earthquake
rock
simulation

All Science Journal Classification (ASJC) codes

  • Geotechnical Engineering and Engineering Geology
  • Geology

Cite this

Applying modified discontinuous deformation analysis to assess the dynamic response of sites containing discontinuities. / Peng, Xinyan; Yu, Pengcheng; Zhang, Yingbin; Chen, Guangqi.

In: Engineering Geology, Vol. 246, 28.11.2018, p. 349-360.

Research output: Contribution to journalArticle

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