SOILS AND FOUNDATIONS
Print ISSN : 0385-1621
SETTLEMENT OF RECTANGULAR FOUNDATIONS ON OVERCONSOLIDATED CLAYS
M. NAYAK, U.K. CHAKRABARTI
Author information
Keywords: (settlement)___-
JOURNAL FREE ACCESS

1975 Volume 15 Issue 1 Pages 81-88

Details
Download PDF (730K)
Download citation RIS

(compatible with EndNote, Reference Manager, ProCite, RefWorks)

BIB TEX

(compatible with BibDesk, LaTeX)

Text
How to download citation
Contact us
Abstract
The immediate and consolidation settlements of a uniformly loaded rectangular area on a overconsolidated clay which is cross anisotropic with respect to its elastic properties are obtained. Tables and graphs are presented for practical use.
Content from these authors
© The Japanese Geotechnical Society
Previous article Next article
Favorites & Alerts

Recently viewed articles
Successor

SOILS AND FOUNDATIONS

SOILS AND FOUNDATIONS

Share this page
feedback
 Top