Date

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

Abstract

The site for a large (3600 MW) thermal power station is underlain by deep expansive soils which posed difficult conditions for the design of stable foundations. After describing the soil and ground-water conditions and attendant foundation problems, the paper goes on to describe how the amount and rate of heave were predicted. Most of the foundations are piled, but the piles will be subject to uplift as the soil swells. Large scale tests to acquire information for the prediction of uplift forces are described, as well as measures for reducing the uplift forces.

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.

Document Type

Article - Conference proceedings

File Type

text

Language

English

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May 6th, 12:00 AM

Power Station Foundations in Deep Expansive Soil

The site for a large (3600 MW) thermal power station is underlain by deep expansive soils which posed difficult conditions for the design of stable foundations. After describing the soil and ground-water conditions and attendant foundation problems, the paper goes on to describe how the amount and rate of heave were predicted. Most of the foundations are piled, but the piles will be subject to uplift as the soil swells. Large scale tests to acquire information for the prediction of uplift forces are described, as well as measures for reducing the uplift forces.