• Search Research Projects
  • Search Researchers
  • How to Use
  1. Back to project page

2000 Fiscal Year Final Research Report Summary

Study on landslide mechanism and mechanical property of clay due to large deformation

Research Project

Project/Area Number 11650502
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeSingle-year Grants
Section一般
Research Field Geotechnical engineering
Research InstitutionNagaoka University of Technology

Principal Investigator

OHTSUKA Satoru  Nagaoka University of Technology, 工学部, 助教授 (40194203)

Co-Investigator(Kenkyū-buntansha) DOI Masanobu  Takamatsu National College of Technology, 助教授 (10110131)
Project Period (FY) 1999 – 2000
KeywordsLandslide / Shear strength / Triaxial testing / Pore water pressure / Clay
Research Abstract

Pore water pressure loading test on clay under constant deviator stress has been conducted to investigate the behavior of landslide. From the observation on soil specimen, two thresholds in pore water pressure for deformation were obtained. One was a yield point defined from the discrepancy from the swelling line in the void ratio and mean effective stress space. The other was a failure point where the soil specimen deforms largely and the deviator stress could not keep constant. A series of tests resulted in the yield points locating on the critical state line. At the failure point the soil specimen already got heterogeneous and deformed progressively. The soil dilated with shear due to overconsolidation and deformed with water migration. It caused the soil deformed with time for a long time. It was thought a reason for the slow failure of landslide. Numerical simulation with the Hashiguchi model well presented the soil behavior of pore water pressure loading test. It predicted the soil, which was initially overconsolidated, would get to the normally consolidated state by the repeats of pore water pressure loading. The failure point line was obtained in the void ratio and mean effective stress space for pore water pressure loading. This failure point line was empirically examined, but the effect of causes on the failure point line was still left to future stubjects. The steady state of soil after the repeats of pore water pressure loading was investigated numerically. It was found to depend on the recovery in mean effective stress. When the recovery was large, the soil would stand for larger pore water pressure loading. From the viewpoint of strain level, the ring shear test was conducted on the soil to investigate the angle for shear resistance at the residual state. The angle for shear resistance got lower with large deformation and it inspired the landslide for gentle slope.

  • Research Products

    (8 results)

All Other

All Publications (8 results)

  • [Publications] 大塚悟: "Pore Water Pressure Loading Tests of A Clay"Proc.of International Symposium on Slope Stability Engineering.. 731-734 (1999)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 大塚悟: "Slope stability analysis taking into account pre-existed slip lines"Proc.of 10th Int.Conf. on the International association for Computer Methods and Advances in Geomechanics.. 2. 1601-1604 (2001)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 大塚悟: "間隙水圧載荷試験による粘性土のせん断破壊機構"地すべり. (掲載決定). (2001)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 大塚悟: "Consideration on landslide mechanism based on pore water pressure loading test"Proc.of 15th International Conference on Soil Mechanics and Geotechnical Engineering. (掲載決定). (2001)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] Ohtsuka, S., Miyata, Y.& Toyota, H.: "Pore Water Pressure Loading Tests of A Clay"Proc.of International Symposium on Slope Stability Engineering.. Vol.2. 731-734 (1999)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Ohtsuka, S.& Miyata, Y.: "Slope stability analysis taking into account pre-existed slip lines"Proc.of 10th Int.Conf.on the International Association for Computer Methods and Advances in Geomechanics. Vol.2. 1601-1604 (2001)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Ohtsuka, S.& Miyata, Y.: "Failure mechanism of clay in pore water pressure loading test"Journal of Japan Landslide Society. (accepted)(in Japanese). (2001)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] Ohtsuka, S.& Miyata, Y.: "Consideration on landslide mechanism based on pore water pressure loading test"Proc.of 15th International Conference on Soil Mechanics and Geotechnical Engineering. (accepted). (2001)

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

URL: 

Published: 2002-03-26  

Information User Guide FAQ News Terms of Use Attribution of KAKENHI

Powered by NII kakenhi