Doctoral Dissertations

Title

Simulation of soil-pile-superstructure interaction in the New Madrid Seismic Zone

Alternative Title

Simulation of soil pile superstructure interaction in the New Madrid Seismic Zone

Author

Wei Zheng

Keywords and Phrases

Cyclic soil model; Site response analysis

Abstract

"In this work, a nonliner cyclic soil model considering the effect of the confining pressure and liquefaction to site response analysis was presented and comprehensive numerical methods of pile-soil-superstructure interaction (SPSI) were conducted generally for deep soil deposits, but mainly focused on the New Madrid Seismic Zone (NMSZ)."--Conclusions, page 158.

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

Ph. D. in Civil Engineering

Publisher

University of Missouri--Rolla

Publication Date

Spring 2004

Journal article titles appearing in thesis/dissertation

  • Nonlinear site response analysis in the New Madrid Seismic Zone
  • Liquefaction analysis in the New Madrid Seismic Zone
  • Soil-pile-structure interaction analysis method for the New Madrid Seismic Zone

Pagination

xii, 194 leaves

Note about bibliography

Includes bibliographical references.

Geographic Coverage

New Madrid Seismic Zone

Rights

© 2004 Wei Zheng, All rights reserved.

Document Type

Dissertation - Citation

File Type

text

Language

English

Library of Congress Subject Headings

Soil-structure interaction
Piling (Civil engineering) -- Earthquake effects
Soil liquefaction

Thesis Number

T 8537

Print OCLC #

56782106

Link to Catalog Record

Full-text not available: Request this publication directly from Missouri S&T Library or contact your local library.

http://laurel.lso.missouri.edu/record=b5136893~S5

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