Date

07 May 1984, 11:30 am - 6:00 pm

Abstract

Observed results concerning the movements of excavated slopes during and after excavation for two drydocks with different construction sequence have been described. FEM analysis has been conducted and discussed. The effect of heavy rains on the stability of slope improved by wellpoints has been presented.

Department(s)

Civil, Architectural and Environmental Engineering

Meeting Name

1st Conference of the International Conference on Case Histories in Geotechnical Engineering

Publisher

University of Missouri--Rolla

Document Version

Final Version

Rights

© 1984 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

Share

 
COinS
 
May 6th, 12:00 AM

Deformation of Slopes of Two Excavations in Soft Clays

Observed results concerning the movements of excavated slopes during and after excavation for two drydocks with different construction sequence have been described. FEM analysis has been conducted and discussed. The effect of heavy rains on the stability of slope improved by wellpoints has been presented.