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Author:

Jin, Liguo (Jin, Liguo.) | Duan, Xueliang (Duan, Xueliang.) | Zhou, Zhenghua (Zhou, Zhenghua.) | Zhou, Bengang (Zhou, Bengang.) | Chen, Su (Chen, Su.) | Li, Xiaojun (Li, Xiaojun.)

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EI Scopus SCIE

Abstract:

River valley terrain can lead to local amplification effects of site seismic responses and significant spatial variation of strong ground motions. This paper presented a semi-analytical solution for the scattering of incident plane P-waves by a saturated river valley with arbitrary shapes containing water, using the moment method and the wave function expansion method. The influence of factors such as valley geometry shapes, soil porosity, wave incident angle and frequency on the seismic response of valley topography is further investigated. Parameter analysis shows that these factors have a significant impact on the site seismic response. Soil porosity has a greater impact on the horizontal response of the site than on the vertical response. Moreover, the soil porosity is directly related to the amplitude of the pore pressure, while the incidence angle and frequency of the incident wave determine the distribution position of the pore pressure amplitude. This semi-analytical solution can be seen as an attempt to solve the scattering problem of incident P wave by saturated river valleys of arbitrary shapes containing water. The purpose of this paper is to provide a reference and a possible way for subsequent scholars to study the analytical solution to this problem. The conclusions drawn from the parameter analysis in this paper can also serve as a theoretical basis for seismic fortification in saturated valley areas. © 2024 Elsevier Ltd

Keyword:

Pore pressure Method of moments Rivers Porous materials Seismic response Landforms Wave functions Porosity Seismic waves Topography Soils

Author Community:

  • [ 1 ] [Jin, Liguo]Institute of Geology, China Earthquake Administration, Beijing; 100029, China
  • [ 2 ] [Duan, Xueliang]College of Transportation Engineering, Nanjing Tech University, Nanjing; 210009, China
  • [ 3 ] [Zhou, Zhenghua]College of Transportation Engineering, Nanjing Tech University, Nanjing; 210009, China
  • [ 4 ] [Zhou, Bengang]Institute of Geology, China Earthquake Administration, Beijing; 100029, China
  • [ 5 ] [Chen, Su]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Li, Xiaojun]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China

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Source :

Soil Dynamics and Earthquake Engineering

ISSN: 0267-7261

Year: 2024

Volume: 179

4 . 0 0 0

JCR@2022

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 3

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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