Propagation Characteristics of Seismic Waves Taking Stratigraphic Composition into Consideration

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In this paper, soil-water coupled dynamic analyses are carried out to investigate the influence of stratigraphic composition on the propagation properties of the seismic waves. SYS Cam-clay model is used as the constitutive model which can describe the different state of clayey and sandy soils. Two cases are considered for the composition of ground: one is the sandy ground with diluvial sand, alluvial sand and reclaimed sand; the other one is the clayey layer at the ground surface. It is found that for the sandy ground even though there is certain amplification of the input acceleration wave during the dense sand layer the subsequent seismic waves through the loose sand layers are attenuated significantly due to the occurrence of the liquefaction. While for the clayey ground, even though there is no risk of liquefaction damages at the ground surface the acceleration amplitude is greatly amplified and there is a risk that the structure itself would fail in the strength.

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Periodical:

Advanced Materials Research (Volumes 989-994)

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484-489

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July 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] T.D. Stark, M.H. Beaty, P.M. Byrne, G. Castro, F.C. Walberg, V.G. Perlea, P.J. Axtell, J.C. Dillon, W.B. Empson and D.L. Mathewsh, Seismic deformation analysis of Tuttle Creek Dam, Canadian Geotechnical Journal, 49(3) (2012) 323-343.

DOI: 10.1139/t11-107

Google Scholar

[2] J. Zhao, Y. Zheng and G. Wang, The foundation liquefaction and permanent deformation analysis of diversion dike for nuclear power plant, Applied Mechanics and Materials, 90-93 (2011) 1865-1869.

DOI: 10.4028/www.scientific.net/amm.90-93.1865

Google Scholar

[3] R. Uzuoka, N. Sento and K. Kazama, Seepage and inertia effect on rate-dependent reaction of a pile in liquefied soil, Soils and Foundations, 48(1) (2008) 15-26.

DOI: 10.3208/sandf.48.15

Google Scholar

[4] A. Tateishi, F. Oka, Y. Kotani and R. Asai, Numerical analysis of uplift behavior of an underground structure due to liquefaction using an effective stress analysis method, Proc. of International Symposium on Performance-Based Design in Earthquake Geotechnical Engineering, (2009).

Google Scholar

[5] Japan Road Association. Specifications for Highway Bridges, Part V Seismic Design (English edition) (2000).

Google Scholar

[6] A. Asaoka and T. Noda, All soils all states all round geo-analysis integration, International Workshop on Constitutive Modelling - Development, Implementation, Evaluation, and Application, (2007) 11-27.

Google Scholar

[7] A. Asaoka, T. Noda and K. Kaneda, Displacement/traction boundary conditions represented by constraint conditions on velocity field of soil, Soils and Foundations, 38(4) (1998) l73-181.

DOI: 10.3208/sandf.38.4_173

Google Scholar

[8] T. Noda, H. Takeuchi, K. Nakai and A. Asaoka, Co-seismic and post-seismic behavior of an alternately layered sand-clay ground and embankment system accompanied by soil disturbance, Soils and Foundations, 49(5) (2009) 739-756.

DOI: 10.3208/sandf.49.739

Google Scholar

[9] A. Asaoka, T. Noda, E. Yamada, K. Kaneda and M. Nakano, An elasto-plastic description of two distinct volume change mechanisms of soils, Soils and Foundations, 42(5) (2002) 47-57.

DOI: 10.3208/sandf.42.5_47

Google Scholar

[10] J. Lysmer and R.L. Kuhlemeyer, Finite dynamic model for infinite media, ASCE, 95(4) (1969) 59-877.

DOI: 10.1061/jmcea3.0001144

Google Scholar

[11] T. Noda, A. Asaoka and M. Nakano, Soil-water coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model, Soils and Foundations, 48(6) (2008) 771-790.

DOI: 10.3208/sandf.48.771

Google Scholar