Computer simulation of earthquake effects : proceedings of sessions of Geo-Denver 2000
Author(s)
Bibliographic Information
Computer simulation of earthquake effects : proceedings of sessions of Geo-Denver 2000
(Geotechnical special publication, no. 110)
American Society of Civil Engineers, c2000
Available at 3 libraries
  Aomori
  Iwate
  Miyagi
  Akita
  Yamagata
  Fukushima
  Ibaraki
  Tochigi
  Gunma
  Saitama
  Chiba
  Tokyo
  Kanagawa
  Niigata
  Toyama
  Ishikawa
  Fukui
  Yamanashi
  Nagano
  Gifu
  Shizuoka
  Aichi
  Mie
  Shiga
  Kyoto
  Osaka
  Hyogo
  Nara
  Wakayama
  Tottori
  Shimane
  Okayama
  Hiroshima
  Yamaguchi
  Tokushima
  Kagawa
  Ehime
  Kochi
  Fukuoka
  Saga
  Nagasaki
  Kumamoto
  Oita
  Miyazaki
  Kagoshima
  Okinawa
  Korea
  China
  Thailand
  United Kingdom
  Germany
  Switzerland
  France
  Belgium
  Netherlands
  Sweden
  Norway
  United States of America
Note
Includes bibliographical references and indexes
Description and Table of Contents
Description
New techniques such as the shear wave velocity techniques, electrical methods, and ground penetrating radar have potential for providing new, reliable information. Results presented in these papers collectively demonstrate that these new techniques should be given serious consideration for predicting the liquefaction behavior of saturated sands during earthquakes. This proceeding presents nondestructive site characterization and property evaluation, constitutive modeling and numerical procedures, and applications. The papers cover: details on the use of an electrical technique for evaluating in situ properties; the use of ground penetrating radar for predicting changes in soil density during soil liquefaction; how shear wave velocities measured in situ are capable of predicting the liquefaction potential; the constitutive modeling of flow liquefaction and cyclic mobility in detail; soil-pile structure interaction in liquefiable soils; and non-destructive electrical in situ site characterization to quantify the initial state parameters and constitutive model constants representative of the site for use in verified numerical procedures.
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