English Version is Trial!

کاربران فارسی زبان لطفا به بخش فارسی مراجعه نمایند.

سیویلیکا به زبان فارسی

Advanced Search

Title
Author
(Last name)
Abstract
Keywords

About CIVILICA®

CIVILICA® provides professional papers published in national and international conferences.

This site is registered for BoomSazeh Construction Technology Development Co.

 

Contact Us:

Tel: 021-88008044

Email: Info [at]  CIVILICA [dot] com

 

 
Home Page E-mail us to: Info @ CIVILICA . com Tel: +98-21-88008044

ISSN 1735-5540   

 

Quick Search in Title, Abstract, and Keywords of Papers

Showing Abstract of Numerical Analysis of Seismic Behavior of Rockfill Dams with Asphaltic Concrete Core

 
Links

[ Bug Reporting | Back | See this Article in Persian CIVILICA ]

Paper Details

[ Abstract Viewed: 429 | Pages: 10 ]

Title

Numerical Analysis of Seismic Behavior of Rockfill Dams with Asphaltic Concrete Core

Topic: rockfill and earth dam Published Year: 1390
Presentation:
Published in:

[ 1st International and 3rd National Conference on Dams and hydropower ]

Original Language: English Full Text Size: Not Available

 

Abstract of the Article

 

Note: English CIVILICA is in its Trial Period so Full Texts can not be provided! Persian users can download it here

Download This article in PDF format Numerical Analysis of Seismic Behavior of Rockfill Dams with Asphaltic Concrete Core

 

Authors:

[ S A Naeini ] - Associate Professor Civil Engineering Department, Imam Khomeini International University Qazvin, Iran
[ s Mehrjooy ] - Graduate Student

 

Abstract:

For many years construction of Rockfill Dams using clayey cores as sealing element has been developed. But in recent years, Asphaltic Concrete Core that is virtually impervious, flexible and compressible has attained more acceptances. Because of high shear resistance, it can be appropriate, especially in seismic zones. In this paper seismic behavior of dams with asphaltic concrete core under dynamic loads has been studied by a numerical model. The different stages of construction and impounding are performed using Mohr-Coulomb model in PLAXIS program. The seismic behavior of dam with asphaltic concrete core under dynamic loads of earthquake has been studied. The diagrams and numerical results showed an appropriate response of the dam during and after earthquake shocking

 

Keywords:

Seismic Behavior, Rockfill Dams, Asphaltic Concrete Core, Numerical model, PLAXIS program

 

CIVILICA® - © BoomSazeh Construction Technology Development Co.

SAVAFA