SETTLEMENT OF RECTANGULAR FOUNDATIONS ON OVERCONSOLIDATED CLAYS
キーワード:
(settlement)___-
1975 年 15 巻 1 号 p. 81-88
詳細
1975 年 15 巻 1 号 p. 81-88
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.
