Abstract
Purpose
Previous studies on the seismic response of the site were carried out under isothermal conditions and homogeneous foundations, but there were few studies on the seismic response of the layered site under thermal effect. However, since the coupling effect between temperature and stress–strain affects the wave propagation, and natural soil usually exists in the form of stratification, which has strong stratification characteristics. Therefore, the paper studies the seismic response problem of S-wave incident on the layered elastic ground under thermal effect.
Methods
Based on the wave propagation theory in thermoelastic media, the conversion matrix of amplitude coefficients in layered foundations is derived according to the Helmholtz vector decomposition principle and the transfer matrix method. The analytical solution of the seismic response of S-wave incident on layered elastic foundation under thermal effect is obtained.
Results
The results show that there is a pretty wide gap between the displacement magnification factors obtained under the two theoretical models considering the thermal effect and not considering the thermal effect; the effect of solid relative heat on displacement magnification factors mainly depends on the thermal stability of soil, and the implications of thermal expansion coefficient on displacement magnification factors is closely related to the size of solid relative heat of soil; in addition, the effects of frequency, medium temperature and the arrangement sequence of the soft and hard soil layers on the displacement magnification factors of the ground surface are significant.
Conclusions
This conclusion promotes the application of fluctuation theory in geotechnical engineering seismic resistance, seismic exploration, and other engineering practices and has significant practical value and guiding significance for actual engineering.
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs42417-024-01306-2/MediaObjects/42417_2024_1306_Fig1_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs42417-024-01306-2/MediaObjects/42417_2024_1306_Fig2_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs42417-024-01306-2/MediaObjects/42417_2024_1306_Fig3_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs42417-024-01306-2/MediaObjects/42417_2024_1306_Fig4_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs42417-024-01306-2/MediaObjects/42417_2024_1306_Fig5_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs42417-024-01306-2/MediaObjects/42417_2024_1306_Fig6_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs42417-024-01306-2/MediaObjects/42417_2024_1306_Fig7_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs42417-024-01306-2/MediaObjects/42417_2024_1306_Fig8_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs42417-024-01306-2/MediaObjects/42417_2024_1306_Fig9_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs42417-024-01306-2/MediaObjects/42417_2024_1306_Fig10_HTML.png)
![](http://media.springernature.com/m312/springer-static/image/art%3A10.1007%2Fs42417-024-01306-2/MediaObjects/42417_2024_1306_Fig11_HTML.png)
Similar content being viewed by others
Data availability
The datasets generated during and analyzed during the current study are available from the corresponding author upon reasonable request.
References
Shao Y, Zhou F, Liu H et al (2023) Energy characteristics of reflection and transmission for SV-waves at the interface of layered unsaturated soils. J Vib Eng Technol. https://doi.org/10.1007/s42417-023-01136-8
Shi Z, Cheng Z, Wu J (2022) Numerical evaluation of the effectiveness of periodic wave barriers in pre-stressed saturated soil. J Vib Eng Technol 11:4269–4279
Shu J, Ma Q (2023) Theoretical study of S-wave passing through an elastic wave impeding block in the unsaturated soil. J Vib Eng Technol 11:193–206
Ba Z, Sang Q, Liang J (2022) Seismic analysis of a lined tunnel in a multi-layered TI saturated half-space due to qP1-and qSV-waves. Tunn Undergr Space Technol 119:104248
Liu H, Dai G, Zhou F et al (2023) Kinematic response of pipe pile embedded in fractional-order viscoelastic unsaturated soil subjected to vertically propagating seismic SH-waves. Acta Geotech 18(12):6803–6830
Liu Z, Wang Z, Cheng A et al (2021) The method of fundamental solutions for the elastic wave scattering in a double-porosity dual-permeability medium. Appl Math Model 97:721–740
Huang L, Liu Z, Wu C et al (2022) A three-dimensional indirect boundary integral equation method for the scattering of seismic waves in a poroelastic layered half-space. Eng Anal Bound Elem 135:167–181
Yang Y, Ma Q, Ma Y (2023) Seismic ground motion study of free-field earthquakes in unsaturated soils incident with SV wave under thermal effects. Eur Phys J Plus 138(10):927
Duhamel J (1885) Second memoire sur les phenomenon thermo-mechanique. Journal de l’ Ecole Polytechnique 15(2):1–15
Neumann F, Meyer O (1885) Vorlesungen über die Theorie der Elasticität der festen Körper und des Lichtäthers. Wentworth Press, Sydney, Australia
Biot M (1956) Thermoelasticity and irreversible thermo-dynamics. J Appl Phys 27:249–253
Lord H, Shulman Y (1967) A generalized dynamical theory of thermoelasticity. J Mech Phys Solids 15:299–309
Green A, Lindsay K (1972) Thermoelasticity. J Elast 2:1–7
Green A, Naghdi P (1885) A re-examination of the basic postulates of thermomechanics. Proc Math and Phys Sci 432:171–194
Green A, Naghdi P (1993) Thermoelasticity without energy dissipation. J Elast 31(3):189–208
Tzou D (1995) A unified field approach for heat conduction from macro-to micro-scales. J Heat Trans-T Asme 117(1):8–16
Tzou D (1995) Experimental support for the lagging behavior in heat propagation. J Thermophys Heat Transf 9(4):686–693
Hetnarski R, Ignaczak J (1999) Generalized thermo-elasticity. J Therm Stress 22:451–476
Abouelregal A (2011) Rayleigh waves in a thermoelastic solid half space using dual-phase-lag model. Int J Eng Sci 49(8):781–791
Sinha A, Sinha S (1974) Reflection of thermoelastic waves at a solid half-space with thermal relaxation. J Phys Earth 22:237–244
Sinha S, Elsibai K (1996) Reflection of thermoelastic waves at a solid half-space with two thermal relaxation times. J Therm Stress 19:763–777
Sinha S, Elsibai K (1997) Reflection and refraction of thermoelastic waves at an interface of two semi-infinite media with two thermal relaxation times. J Therm Stress 20:129–146
Abd-Alla A, Al-Dawy A (2000) The reflection phen-omena of SV waves in a generalized thermoelastic medium. Int J Math Math Sci 23:529–546
Sharma J, Kumar V, Dayal C (2003) Reflection of generalized thermoelastic waves from the boundary of a half-space. J Therm Stress 26(10):925–942
Singh B (2005) Reflection of SV waves from the free surface of an elastic solid in generalized thermoelastic diffusion. J Sound Vib 291(3–5):764–778
Singh B (2005) Reflection of P and SV waves from free surface of an elastic solid with generalized thermos diffusion. J Earth Syst Sci 114(2):159–168
Kumar R, Sharma J (2005) Reflection of plane waves from the boundaries of a micropolar thermoelastic half-space without energy dissipation. J Earth Syst Sci 10(4):631–645
Chakraborty N, Singh C (2011) Reflection and refraction of a plane thermoelastic wave at a solid–solid interface under perfect boundary condition, in presence of normal initial stress. Appl Math Model 35(11):5286–5301
Hou W, Fu L, Carcione J et al (2022) Reflection and transmission of inhomogeneous plane waves in thermoelastic media. Surv Geophys 44:1897–1917
Wang X, Zhao F (2022) Comparative study of seismic response of underground structures in single-phase and saturated soils. Sichuan Cem 3:22–23
Yang M (2022) Site response under total reflection of seismic SV waves. **’an University of Technology, China
Wang J, ** F, Zhang C (2003) Dynamic response of an ideal fluid layer located on an elastic half-space-plane P-wave incidence. J Eng Mech 06:12–17
Zhao W, Chen W, Yang D et al (2022) Analytical solution for seismic response of tunnels with composite linings in elastic ground subjected to Rayleigh waves. Soil Dyn Earthq Eng 153:107113
Li Z (2019) Study of fluctuation propagation and seismic response of underground structures in complex layered foundations. Dalian University of Technology, China
Ba Z, Fu J, Liu Y et al (2021) Scattering of elastic spherical P, SV, and SH waves by three-dimensional hill in a layered half-space. Soil Dyn Earthq Eng 147(1):106545
Dong L (2023) Seismic response of a two-layer site under the action of obliquely incident seismic wave. **’an University of Technology, China
Yang Y, Ma Q (2023) Study on seismic ground motion of P-wave incident elastic foundation free field under thermal effect. J Theor Appl Mech 61(4):673–685
Liu H, Dai H, Zhou F et al (2021) Propagation behavior of homogeneous plane-P1-wave at the interface between a thermoelastic solid medium and an unsaturated porothermoelastic medium. Eur Phys J Plus 136(11):1–27
Yang ZF, Zhang WP (2017) Study on seismic response characteristics of layered foundation pile structure. Earthq Eng Eng Vib 37(05):178–185
Hou W, Fu L, Wei J et al (2021) Characteristics of wave propagation in thermoelastic media. Geophys J Int 64(04):1364–1374
Zhang Y (2021) Research on key technology of seismic exploration instrument based on distributed sound field sensing. Nan**g University, China
Xu M, Wei D, He C (2021) Axisymmetric steady state dynamic response of layered unsaturated soil foundations. Rock Soil Mech 32(04):1113–1118s
Acknowledgements
The authors express their gratitude for the financial assistance provided by the Natural Science Foundation of China (No.52168053) and the Qinghai Province Science and Technology Department Project (No. 2024-ZJ-922). The authors also sincerely thank the editors and reviewers for their constructive comments and comments on this article.
Funding
National Natural Science Foundation of China, 52168053, qiang Ma, Qinghai Provincial Department of Science and Technology, 2024-ZJ-922, qiang Ma.
Author information
Authors and Affiliations
Corresponding author
Ethics declarations
Conflict of interest
The authors declare no potential conflict of interest in the research, authorship, and/or publication of this article.
Additional information
Publisher's Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Appendices
Appendix 1
Appendix 2
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Yang, Y., Ma, Q. Study on Seismic Ground Motion in the Layered Elastic Ground of S-Wave Incident Under the Thermal Effect. J. Vib. Eng. Technol. (2024). https://doi.org/10.1007/s42417-024-01306-2
Received:
Revised:
Accepted:
Published:
DOI: https://doi.org/10.1007/s42417-024-01306-2