Alternative Title

Paper No. 2.37

Location

St. Louis, Missouri

Date

10 Mar 1998, 2:30 pm - 5:30 pm

Abstract

An essential problem in constructing dams which are continually built and their height exceeds 30 m, is current checking of strength parameters of the dam and subsoil. The paper presents several modem procedures for evaluating strength parameters of a dam and subsoil on the example of constructing post-flotation wastes from copper ore mine in Rudna, Poland. Results and interpretation of tests with dilatocone, conductivity cone are given .as well as those for routine CPT, CPTU penetration techniques. The paper also contains some information on the unique dump - Żelazny Most Reservoir.

Department(s)

Civil, Architectural and Environmental Engineering

Meeting Name

4th Conference of the International Conference on Case Histories in Geotechnical Engineering

Publisher

University of Missouri--Rolla

Document Version

Final Version

Rights

© 1998 University of Missouri--Rolla, All rights reserved.

Creative Commons Licensing

Creative Commons License
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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Procedure for In-situ Evaluation of Geotechnical Parameters of High Dams

St. Louis, Missouri

An essential problem in constructing dams which are continually built and their height exceeds 30 m, is current checking of strength parameters of the dam and subsoil. The paper presents several modem procedures for evaluating strength parameters of a dam and subsoil on the example of constructing post-flotation wastes from copper ore mine in Rudna, Poland. Results and interpretation of tests with dilatocone, conductivity cone are given .as well as those for routine CPT, CPTU penetration techniques. The paper also contains some information on the unique dump - Żelazny Most Reservoir.