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 pages

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

Subject Headings

Soil-structure interactionPiling (Civil engineering) -- Earthquake effectsSoil liquefaction

Thesis Number

T 8537

Print OCLC #

56782106

Recommended Citation

Zheng, Wei, "Simulation of soil-pile-superstructure interaction in the New Madrid Seismic Zone" (2004). Doctoral Dissertations. 1536.
https://scholarsmine.mst.edu/doctoral_dissertations/1536