ELASTO-PLASTIC BEHAVIOR OF K_0-CONSOLIDATED CLAY IN TORSION SHEAR TESTS
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概要
- 論文の詳細を見る
A series of torsion shear tests was performed along various stress-paths on hollow cylinder specimens of K_0-consolidated clay to investigate the influence of rotation of principal stresses on the stress-strain and strength characteristics. The effects of stress-paths and reorientation of principal stresses were mainly observed in the prefailure stress-strain behavior. The experimentally obtained failure surface from torsion shear tests could practically be modeled by an isotropic failure criterion. Coupling effects between stresses and strains were observed when torsion shear and vertical normal stresses were applied. The work-space for torsion shear tests was illustrated, and the relation between stresses and strain increments was also studied in the work-space.
- 社団法人地盤工学会の論文
- 1989-06-15
著者
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Hong Won
Department of Obstetrics and Gynecology, Institute of Women's Health Science, Women's Cancer Clinic,
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Hong W
Department Of Civil Engineering College Of Engineering Chung-ang University
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LADE POUL
Department of Civil Engineering, School of Engineering and Applied Science, University of California
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Lade Poul
Department Of Civil Engineering Aalborg University
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Hong Won
Department Of Chemical And Biomolecular Engineering And Center For Ultramicrochemical Process System
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