Date

02 Jun 1988, 10:30 am - 3:00 pm

Abstract

An existing 30 feet high debris basin embankment has been found to be severely cracked longitudinally. Few investigations or analysis of longitudinal cracking are reported. This paper presents the results of a finite element analysis using in situ properties of the soils and gives recommendations for future use of the FEM for cracking studies at existing dams.

Department(s)

Civil, Architectural and Environmental Engineering

Meeting Name

2nd Conference of the International Conference on Case Histories in Geotechnical Engineering

Publisher

University of Missouri--Rolla

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

Cracking Studies at Sand H Basin by the Finite Element Method

An existing 30 feet high debris basin embankment has been found to be severely cracked longitudinally. Few investigations or analysis of longitudinal cracking are reported. This paper presents the results of a finite element analysis using in situ properties of the soils and gives recommendations for future use of the FEM for cracking studies at existing dams.