Session Start Date

5-6-1984

Abstract

Three slides at the same slope, 35m high, on clay shale are analysed. Geological and geotechnical features are shown. Back analysis from the last two slips and sensitivity analysis were done. Good predictions and mistakes are shown.

Department(s)

Civil, Architectural and Environmental Engineering

Appears In

International Conference on Case Histories in Geotechnical Engineering

Meeting Name

First Conference

Publisher

University of Missouri--Rolla

Publication Date

5-6-1984

Document Version

Final Version

Rights

© 1984 University of Missouri--Rolla, All rights reserved.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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May 6th, 12:00 AM

Failure Slope in Clay Shales in Aratu Bay - Brazil

Three slides at the same slope, 35m high, on clay shale are analysed. Geological and geotechnical features are shown. Back analysis from the last two slips and sensitivity analysis were done. Good predictions and mistakes are shown.