MODELLING FOR THE STRESS-STRAIN BEHAVIOR OF ANISOTROPICALLY LIGHTLY OVERCONSOLIDATED CLAY

Bibliographic Information

Other Title
  • 異方的に軽く過圧密された粘性土の応力-ひずみ挙動のモデル化
  • イホウテキ ニ カルク カアツミツサレタ ネンセイド ノ オウリョク ヒズミ
Published
1989-06-20
Resource Type
journal article
DOI
  • 10.2208/jscej.1989.406_147
Publisher
Japan Society of Civil Engineers

Search this article

Description

A series of drained stress probe test on saturated remoulded clay specimens consolidated and rebounded under anisotropic stress condition was performed to investigate the influence of anisotropic stress history and stress path on the stress-strain behavior of clay. Based on the test results, a new constitutive model was proposed which could successfully describe the stress-strain behavior of anisotropically lightly overconsolidated clay.

Journal

Citations (1)*help

See more

References(12)*help

See more

Details 詳細情報について

Report a problem

Back to top