Abstract
This paper describes the Dynamic Soil-Structure Interaction (SSI) effects on the underground structures. The finite element model for Nuclear Power Plant (NPP) and a tunnel was considered to analyze the effects of SSI. Dynamic analysis was carried out considering three transmitting boundary conditions. The effect of embedment for NPP founded on soft soil and seismic responses of a reinforced concrete building in proximity with an underground circular tunnel were studied. The lateral spacing of the circular tunnel from the center line of the building was varied while maintaining a constant depth below the ground level. The effect of embedment has been investigated and the result shows acceleration and displacement responses of the system are smaller with the infinite boundary as compared to viscous and kelvin boundary conditions. In tunnel analysis, the results shows maximum building response occurs when the tunnel is positioned directly below the centre line of the building.
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References
Lysmer J, Waas G (1972) Shear waves in plane infinite structures. ASCE. https://doi.org/10.1016/S0895-7177(98)00155-1
Beskos DE (1987) Boundary element methods in dynamic analysis. Appl Mechan Rev ASME 40:1–23
Wolf JP, Song C (1995) Doubly asymptotic multi-directional transmitting boundary for dynamic unbounded medium-structure-interaction analysis. Earthq Eng Struct Dyn. https://doi.org/10.1002/eqe.4290240204
Song C, Wolf JP (2002) Semi-analytical representation of stress singularities as occurring in cracks in anisotropic multi-materials with the scaled boundary finite-element method. Comput Struct 80(2):183–197
Basu U, Chopra AK (2003) Perfectly matched layer for time-harmonic elastodynamics of unbounded domains: theory and finite-elemet implimentation. Comput Methods Appl Mech Eng. org/https://doi.org/10.1016/S0045-7825(02)00642-4
Lysmer J, Kuhlemeyer L (1969) Finite-dynamic model for infinite media. J Eng Mech Div
Clayton W, Engquist B (1980) Geophsyics. Absorbing Bound Condition Wave Equ Migr. https://doi.org/10.1190/1.1441094
Zienkiewicz OC, Emson C, Bettess P (1983) A novel boundary infinite element. Int J Numer Meth Eng 19(3):393–404
Bettess P (1977) Infinite elements. Int J Numer Methods Eng
Lio ZP, Wong HL (1984) A transmitting boundary for the numerical simulation of elastic wave propagation. Int J Soil Dyn Earthq Eng. https://doi.org/10.1016/0261-7277(84)90033-0
Al Assady AKMS (2005) Modeling of nonlinear dynamic soil-structure interaction problems. PhD dissertation, Indian Institute of technology Roorkee, Roorkee, India
Kausel E (1994) Thin-layer method: formulation in time domain. Int J Numer Meth Eng 37:927–941
Kosloff R, Kosloff D (1986) Absorbing boundaries for wave propagation problems. J Comput Phys 10.1016/0021-9991(86)90199-3
Besharat V, Davoodi M, Jafari MK (2012) Effect of underground structures on free-field ground motion during earthquakes. In: Proceedings of 15th world conferences on earthquake Engineering, pp 1–10
Abdullah MH, Taha MR (2013) A review of the effects of tunneling on adjacent piles. Electron J Geotech Eng 18N:2739–2762
Azadi M, Hosseini M (2014) The influence of tunnels on the nearby buildings under seismic loadings conditions, case study: Shiraz underground-Iran. Proc 14th World Conf Earthq Eng 1–8
Bhatkar T, Barman D, Mandal A, Usmani A (2016) Prediction of behaviour of a deep excavation in soft soil: a case study. Int J Geotech Eng 6362:1–10. https://doi.org/10.1080/19386362.2016.1177309
Mangushev R, Rybnov E, Lashkova E, Osokin A (2016) Examples of the construction of deep excavation ditches in weak soils. Procedia Eng 165:673–681. https://doi.org/10.1016/j.proeng.2016.11.765
Korff M (2009) Deformations and damage to buildings adjacent to deep excavations in soft soils 143
Novak M, Mitwally H (1988) Transmitting boundary for axisymmetric dilation problems. J Eng Mech Div ASCE 104(4):953–956
Bettess P (1977) Infinite elements. Int J Numer Meth Eng 11:53–64
Farghlay AA (2014) Evaluation of seismic performance of buildings constructed on hillside slope of Dronka village—Egypt. Int J Geotech Eng 9(2)
Cong S, Tang L, Ling X et al (2018) Boundary effect on the seismic response of a three-dimensional soil slope with a shallow foundation on top. KSCE J Civ Eng 22:1130–1140. https://doi.org/10.1007/s12205-017-1535-4
Kumar A, Choudhury D (2016) DSSI analysis of pile foundations for an oil tank in Iraq. ICE Proceed Geotech Eng 169(2):129–138. https://doi.org/10.1680/jgeen.15.00025
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Future studies can be extended considering different soil conditions, structure types, and structure heights.
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Kumar, V., Kumar, M., Kumar, M., Priyadarshee, A. (2022). Dynamic Analysis of SSI Effects on Underground Structures. In: Sitharam, T.G., Kolathayar, S., Jakka, R. (eds) Earthquakes and Structures. Lecture Notes in Civil Engineering, vol 188. Springer, Singapore. https://doi.org/10.1007/978-981-16-5673-6_1
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