DEFORMATION CHARACTERISTICS OF A COMPACTED CLAY IN COLLAPSE UNDER ISOTROPIC STRESS STATE AND ITS SHEAR DEFORMATION AFTER COLLAPSE

DOI Web Site Web Site 5 Citations 27 References

Bibliographic Information

Other Title
  • 締固めた粘性土の等方応力条件下におけるコラプス時の変形特性とコラプス後のせん断特性
  • シメカタメタ ネンセイド ノ トウ ホウ オウリョク ジョウケン カ ニ オケ

Search this article

Abstract

Deformation in collapse has been studied with a triaxial test apparatus modified for unsaturated soil. Wetting tests, in which the condition of suction and stresses were known, were conducted under isotropic stress state for compacted clay specimens. Deformation, absorption and appricability of the ordinary constitutive model for unsaturated soils are discussed for the test results. It was found out that collapse, which occurred under isotoropic stress state, has similar tendency with that measured with oedmeter type test apparatus in past, and that shear deformation after collapse in different stress paths agrees with expectation by the ordinary constitutive model.

Journal

Citations (5)*help

See more

References(27)*help

See more

Keywords

Details 詳細情報について

Report a problem

Back to top