Skip to main content
Disciplines
Automotive Business IT + Informatics Construction + Real Estate Electrical Engineering + Electronics Energy + Sustainability Insurance + Risk Finance + Banking Management + Leadership Marketing + Sales Mechanical Engineering + Materials
Events
DE
EN
Books
Journals
Topic Page
Marketing
Start single access now
Access for companies
EXTENDED SEARCH
Log in
Top
Published in:
Introduction Read chapter Read first chapter

2017 | OriginalPaper | Chapter

6. Numerical Simulation for Deformation of Liquefiable Soils

Authors : Yu Huang, Miao Yu

Published in: Hazard Analysis of Seismic Soil Liquefaction

Publisher: Springer Singapore

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

According to disaster surveys in recent years, soil liquefaction frequently causes severe damage to building structures. To reduce disaster loss, numerical simulation is a useful tool for timely prediction of soil deformation. In this chapter, we mainly introduce the finite element-finite difference method and summarize two types of constitutive models for liquefiable soils, namely, the nonlinear constitutive and cycle elastoplastic constitutive models. The nonlinear constitutive model was introduced to successfully simulate the constitutive behavior of soils in Shanghai (Huang et al. 2009b). Based on a cycle elastoplastic constitutive model (Oka et al. 1999), we have simulated many problems related to the deformation of liquefiable soils (Ye et al. 2004; Huang et al. 2008a, b, 2009a, b).

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

inform now

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

inform now

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

inform now
previous chapter Physical Model Testing for Dynamic Characteristics of Seismic Soil Liquefaction
next chapter Comprehensive Evaluation of Liquefaction Damage During Earthquakes
Literature
Akai, K., & Tamura, T. (1978). Numerical analysis of multi-dimensional consolidation accompanied with elaso-plastic constitutive equation. In Proceedings of the Japan Society of Civil Engineers (pp. 95–104). (in Japanese).
Biot, M. A. (1956). Theory of propagation of waves in a fluid saturated porous solid. Journal of the Acoustical Society of America, 28, 168–191.CrossRef
Hardin, B. O. (1978). The nature of stress–strain behaviour of soils; state of the art report. In Proceedings of ASCE specialty conference on earthquake engineering and soil dynamics, Pasadena (vol. 1, pp. 3–90).
Hardin, B. O., & Drnevich, V. P. (1972). Shear modulus and damping in soils; design equations and curves. Jounral of Soil Mechanics and Foundations Divsion, ASCE, 98(7), 667–692.
Huang, M. S., Zhou, J., & Wu, S. M. (2002). Dynamics theory and analysis method of saturated porous soil. In Soil Dynamics and Geotechnical Earthquake Engineering, paper compilation on the Sixth National Conference on soil dynamics (pp. 68–83). Beijing: China Architecture & Building Press. (in Chinese).
Huang, Y. (1999). Study on the vertical earthquake resistant behavior of building pile foundations. Shanghai: Tongji University. (in Chinese).
Huang, Y., Yashima, A., Sawada, K., et al. (2008a). Numerical assessment of the seismic response of an earth embankment on liquefiable soils. Bulletin of Engineering Geology and the Environment, 67(1), 31–39.CrossRef
Huang, Y., Yashima, A., Sawada, K., et al. (2009a). A case study of seismic response of earth embankment foundation on liquefiable soils. Journal of Central South University of Technology, 16(6), 994–1000.CrossRef
Huang, Y., Yashima, A., & Zhang, F. (2005). Finite element analysis of pile-soil-structure dynamic interaction in liquefiable site. Chinese Journal of Geotechnical Engineering, 27(6), 646–651. (in Chinese).
Huang, Y., Ye, W. M., & Chen, Z. C. (2009b). Seismic response analysis of the deep saturated soil deposits in Shanghai. Environmental Geology, 56, 1163–1169.CrossRef
Huang, Y., Zhang, F., Yashima, A., et al. (2004). Three-dimensional numerical simulation of pile-soil seismic interaction in saturated deposits with liquefiable sand and soft clay. In Proceedings (CD-ROM) of the Sixth World Congress on Computational Mechanics in conjunction with the Second Asian-Pacific Congress on Computational Mechanics. Beijing: Tsinghua University Press.
Huang, Y., Zhang, F., Yashima, A., et al. (2008b). Numerical simulation of mitigation for liquefaction-induced soil deformations in a sandy ground improved by cement grouting. Environmental Geology, 55, 1247–1252.CrossRef
Lee, M. K. W., & Finn, W. D. L. (1978). DESRA-2: Dynamic effective stress response analysis of soil deposits with energy transmitting boundary including assessment of liquefaction potential. In Soil mechanics series, No. 36. Vancouver: Department of Civil Engineering, University of British Columbia.
Lemaitre, J., & Chaboche, J. L. (1990). Mechanics of solid materials. Cambridge: Cambridge University Press.CrossRef
Martin, P. P., & Seed, H. B. (1982). One-dimensional dynamic ground response analyses. Journal of the Geotechnical Engineering Division, ASCE, 108(7), 935–952.
Matsuo, O., Shimazu, T., Uzuoka, R., Mihara, M., & Nishi, K. (2000). Numerical analysis of seismic behavior of embankments founded on liquefiable soils. Soils and Foundations, 40(2), 21–39.CrossRef
Oka, F., Yashima, A., Tateishi, A., et al. (1999). A cyclic elasto-plastic constitutive model for sand considering a plain-strain dependence of the shear modulus. Geotechnique, 49(5), 661–680.CrossRef
Oka, F., Kodaka, T., & Kim, Y. S. (2004). A cyclic viscoelastic-viscoplastic constitutive model for clay and liquefaction analysis of multi-layered ground. International Journal for Numerical and Analytical Methods in Geomechanics, 28(2), 131–179.CrossRef
Oka, F., Yashima, A., Shibata, T., et al. (1994). FEM-FDM coupled liquefaction analysis of a porous soil using an elasto-plastic model. Applied Scientific Research, 52(3), 209–245.CrossRef
Schnabel, P. B., Lysmer, J., & Seed, H. B. (1972). SHAKE: A computer program for earthquake response analysis of horizontally layered sites. In Tech Rep UCB/EERC-71/12, University of California, Berkeley.
Seed, H. B., & Idriss, I. M. (1969). Influence of soil conditions on ground motions during earthquakes. Journal of the Soil Mechanics and Foundations Division, 95(1), 99–138.
Seed, H. B., Martin, P. P., & Lysmer, J. (1976). Pore-water pressure changes during soil liquefaction. Journal of Geotechnical and Geoenvironmental Engineering, 102. (Proc. Paper# 12074).
Sugito, M., Oka, F., Yashima, A., et al. (2000). Time-dependent ground motion amplification characteristics at reclaimed land after the 1995 Hyogoken Nambu Earthquake. Engineering Geology, 56(1), 137–150.CrossRef
Xie, D. Y., & Zhang, J. M. (1995). Transient dynamic characteristics and mechanism analysis of saturated sand. Xian: Shanxi Science and Technology Press. (in Chinese).
Ye, G. L., Miyaguchi, H., Huang, Y., et al. (2004). Dynamic behavior of group-pile foundation evaluated by simplified model and sophisticated model. In 13th World Conference on Earthquake Engineering (pp. 28). Vancouver, B.C., Canada.
Metadata
Title
Numerical Simulation for Deformation of Liquefiable Soils
Authors
Yu Huang
Miao Yu
Copyright Year
2017
Publisher
Springer Singapore
Book
Hazard Analysis of Seismic Soil Liquefaction

Print ISBN: 978-981-10-4378-9

Electronic ISBN: 978-981-10-4379-6

Copyright Year: 2017

DOI
https://doi.org/10.1007/978-981-10-4379-6_6