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1999 Fiscal Year Final Research Report Summary

Soil-water coupled analysis and experiment on delayed deformation and progressive failure of saturated soils

Research Project

Project/Area Number 10450177
Research Category

Grant-in-Aid for Scientific Research (B)

Allocation TypeSingle-year Grants
Section一般
Research Field Geotechnical engineering
Research InstitutionNAGOYA UNIVERSITY

Principal Investigator

ASAOKA Akira  NAGOYA UNIV., CIVIL ENG., PROFESSOR, 工学研究科, 教授 (50093175)

Co-Investigator(Kenkyū-buntansha) KANEDA Kazuhiko  NAGOYA UNIV., CIVIL ENG., ASSISTANT PROFESSOR, 工学研究科, 助手 (30314040)
NODA Toshihiro  NAGOYA UNIV., CIVIL ENG., ASSOCIATE PROFESSOR, 工学研究科, 助教授 (80262872)
NAKANO Masaki  NAGOYA UNIV., CIVIL ENG., ASSOCIATE PROFESSOR, 工学研究科, 助教授 (00252263)
Project Period (FY) 1998 – 1999
KeywordsSiol-water coupling / finite deformation analysis / rate effect / Second compression / Progressive failure / Finite element method
Research Abstract

In this study, both the rate effect of undrained shear behavior for remoulded normally consolidated clay and 'secondary compression/consolidation' for the structured clay were carried out through the experiment and soil-water coupled analysis with superloading Cam-clay model.
As for the rate effect of undrained shear behavior, the specimen having rectangular cross-section showed higher order failure mode triggered by initial imperfection and had high undrained strength on rapid loading. On the other hand, the specimen showed lower order failure mode due to mode switching by pore water migration and had low undrained strength.
As for secondary compression/delayed compression, under constant load one-dimensionally, the excess pore pressure within the specimen was dissipating during primary consolidation and then, however, the pore pressure generated again due to softening with plastic compression. The pore pressure dissipated again due to plastic hardening from softening and secondary compression occurred.

  • Research Products

    (16 results)

All Other

All Publications (16 results)

  • [Publications] 野田利弘: "飽和土の遅れ破壊現象の水〜土連成解析"土と基礎(地盤工学会). 47・5. 5-8 (1999)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 浅岡顕: "構造を有する粘土の一次元遅れ沈下挙動"第34回地盤工学研究発表会講演集(地盤工学会). 2分冊の1. 81-82 (1999)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 浅岡顕: "完全排水条件での一次元圧密挙動と地盤の不均質性についての一考察"第34回地盤工学研究発表会講演集(地盤工学会). 2分冊の1. 83-84 (1999)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 浅岡顕: "構造を有する粘土供試体の非排水クリープ破壊の数値計算"第34回地盤工学研究発表会講演集(地盤工学会). 2分冊の1. 593-594 (1999)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 金田一広: "角柱正規圧密粘土供試体の分岐・分岐後挙動の解析"土木学会第54回年次学術講演会講演概要集. A-3. 130-131 (1999)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Noda, Toshihiro: "Delayed failure in soft clay foundation"Soils and Foundations. 40・1. 85-97 (2000)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Asaoka, Akira: "Superloading yield surface concept for highly structured soil behavior"Soils and Foundations. 40・2. (2000)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Asaoka, Akira: "Delayed compression/consolidation of due to degradation of soil"Soils and Foundations. 40・3. (2000)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Noda, T.: "Delayed failure of saturated soils by soil-water coupled analysis"Tsychi-to Kiso(JGS). 5-8 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Asaoka, A.: "Delayed compression of highly structured soils and under one-dimensional condition"Proc. 34ィイD1rdィエD1 Annual conference of JGS. 81-82 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Asaoka, A.: "A study on one-dimentional consolidation behavior under fully drained condition and inhomogeneity of soil ground"Proc. 34ィイD1rdィエD1 Annual conference of JGS. 83-84 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Asaoka, A.: "Unrained creep rupture of a saturated highly structured soil specimen"Proc. 34ィイD1rdィエD1 Annual conference of JGS. 593-594 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Kaneda, K.: "Pre/post bifurcation behavior of normally consolidated clay speciman having rectangular cross-section"Proc. 54ィイD1rdィエD1 Annual conference of JSCE. 130-131 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Noda, T.: "Delayed failure in soft clay foundation"Soils and Foundations. 40-2. 85-97 (2000)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Asaoka, A.: "Superloading yield surface concept for highly structured soil behavior"Soils and Foundations. 40-2. (2000)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Asaoka, A.: "Delayed compression/consolidation of due to degradation of soil"Soils and Foundations. 40-2. (2000)

    • Description
      「研究成果報告書概要(欧文)」より

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Published: 2001-10-23  

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