Session Start Date

6-1-1988

Abstract

This paper presents a study of the stress-deformation behaviour of the Canales Dam (Granada) during construction. The basis for this study has been the three dimensional (3D) finite elements method with hyperbolic material response. The analytical procedure used is presented and the study concludes with a comparative study of the results obtained from the calculation programme used and monitoring system's measurements.

Department(s)

Civil, Architectural and Environmental Engineering

Appears In

International Conference on Case Histories in Geotechnical Engineering

Meeting Name

Second Conference

Publisher

University of Missouri--Rolla

Publication Date

6-1-1988

Document Version

Final Version

Rights

© 1988 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Jun 1st, 12:00 AM

Monitoring of the Canales Dam and Its Control During Construction Period

This paper presents a study of the stress-deformation behaviour of the Canales Dam (Granada) during construction. The basis for this study has been the three dimensional (3D) finite elements method with hyperbolic material response. The analytical procedure used is presented and the study concludes with a comparative study of the results obtained from the calculation programme used and monitoring system's measurements.