Location

San Diego, California

Session Start Date

3-26-2001

Session End Date

3-31-2001

Abstract

In this paper, the seismic stability of Taiyuan Fly Ash Dam in China is studied by using 3-D dynamic effective stress analysis method. The acceleration, dynamic shear stress and pore water pressure in the fly ash dam are calculated and the analysis of the seismic stability of the dam considering the seismic pore water pressure is given for different height of the dam.

Department(s)

Civil, Architectural and Environmental Engineering

Appears In

International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics

Meeting Name

Fourth Conference

Publisher

University of Missouri--Rolla

Publication Date

3-26-2001

Document Version

Final Version

Rights

© 2001 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

Share

COinS
 
Mar 26th, 12:00 AM Mar 31st, 12:00 AM

3-D Dynamic Analysis of Taiyuan Fly Ash Dam

San Diego, California

In this paper, the seismic stability of Taiyuan Fly Ash Dam in China is studied by using 3-D dynamic effective stress analysis method. The acceleration, dynamic shear stress and pore water pressure in the fly ash dam are calculated and the analysis of the seismic stability of the dam considering the seismic pore water pressure is given for different height of the dam.