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The propagation characteristics of seismic waves in ultra-deep overburden by large-scale shaking table test [PDF]

open access: yesScientific Reports
The seismic performance of earth-rock dams on deep overburdens has long been a central focus in dam engineering. Understanding the propagation law of seismic waves within a deep overburden is key to revealing the mechanisms of the dynamic response.
Yang Xing   +4 more
doaj   +2 more sources

Composition and Characteristics of Rock Vibration Generated in Blasting Excavation of Deep Tunnels

open access: yesFrontiers in Earth Science, 2022
During blasting excavation in deep rock masses, the in situ stress initially exerted on blast-created free surfaces is rapidly released along with rock cracking by blasting.
Jianhua Yang   +10 more
doaj   +1 more source

Near-Field Seismic Motion: Waves, Deformations and Seismic Moment

open access: yesAxioms, 2022
The tensorial force acting in a localized seismic focus is introduced and the corresponding seismic waves are derived, as solutions of the elastic wave equation in a homogeneous and isotropic body. The deconvolution of the solution for a structured focal
Bogdan Felix Apostol
doaj   +1 more source

Evaluating the dynamic response and failure process of a rock slope under pulse-like ground motions

open access: yesGeomatics, Natural Hazards & Risk, 2023
Earthquake-induced landslides represent a significant proportion of seismic hazards in mountainous areas. Numerous slope stability analysis methods exist; however, only a few consider the interactions between pulselike seismic waves and landslides.
Peter Antwi Buah   +7 more
doaj   +1 more source

Evaluation of Ground Motion Amplification Effects in Slope Topography Induced by the Arbitrary Directions of Seismic Waves

open access: yesEnergies, 2021
The incident directions of seismic waves can change the ground motions of slope topography. To elaborate on the influences of the directions of seismic waves, a dynamic analysis of the slope topography was performed.
Chao Yin, Wei-Hua Li, Wei Wang
doaj   +1 more source

Determination of seismic wave velocities on the ground using artificial neural networks

open access: yesВестник Дагестанского государственного технического университета: Технические науки, 2022
Objective. The purpose of the study is to determine the velocities of seismic waves on the ground.Method. To determine the velocities of seismic waves in different parts of the earth's crust, using a sample obtained by mathematical modeling, an ...
Yu. A. Sidorkina   +2 more
doaj   +1 more source

Analysis on propagation law of shallow underground chemical explosion seismic waves

open access: yesFrontiers in Physics, 2023
Introduction: Seismic waves generated by shallow underground explosions propagate differently from those generated by surface explosions. Thus, an accurate understanding of the propagation laws of seismic waves generated by explosions at various burial ...
Liangquan Wang, Deren Kong
doaj   +1 more source

Seismological Problem, Seismic Waves and the Seismic Mainshock

open access: yesMathematics, 2023
The elastic wave equation with seismic tensorial force is solved in a homogeneous and isotropic medium (the Earth). Spherical-shell waves are obtained, which are associated to the primary P and S seismic waves.
Bogdan Felix Apostol
doaj   +1 more source

An improved time-domain approach for the spectra-compatible seismic motion generation considering intrinsic non-stationary features

open access: yesNuclear Engineering and Technology, 2023
The dynamic structural responses are sensitive to the time-frequency content of seismic waves, and seismic input motions in time-history analysis are usually required to be compatible with design response spectra according to nuclear codes.
Feng Cheng   +3 more
doaj   +1 more source

A comparative analysis of seismic response of shallow buried underground structure under incident P, SV and Rayleigh waves

open access: yesEarthquake Research Advances, 2022
In this study, A time-domain seismic response analysis method and a calculation model of the underground structure that can realize the input of seismic P, SV and Rayleigh waves are established, based on the viscoelastic artificial boundary elements and ...
Xin Bao   +4 more
doaj   +1 more source

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