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A 3D LATTICE SPRING MODEL FOR SIMULATION ON DEFORMATION AND FAILURE OF ROCK-LIKE MATERIALS

Research Project

Project/Area Number 17K06554
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeMulti-year Fund
Section一般
Research Field Geotechnical engineering
Research InstitutionTottori University

Principal Investigator

NISHIMURA Tsuyoshi  鳥取大学, 工学研究科, 教授 (90189308)

Co-Investigator(Kenkyū-buntansha) 河野 勝宣  鳥取大学, 工学研究科, 准教授 (60640901)
Project Period (FY) 2017-04-01 – 2020-03-31
Project Status Completed (Fiscal Year 2019)
Budget Amount *help
¥3,510,000 (Direct Cost: ¥2,700,000、Indirect Cost: ¥810,000)
Fiscal Year 2019: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2018: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
Fiscal Year 2017: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
Keywords岩質材料 / 大変形 / 破壊 / 質点系解析 / ばね係数 / 剛体回転 / ひずみ / 変形 / 非対称応力
Outline of Final Research Achievements

An alternative three-dimensional lattice spring numerical model, in which matter is discretised into a system of mass points, is developed for the study of rock-like materials. The model includes a normal spring and a shear spring for each pair of lattice points. The deformation of the shear spring is evaluated by using the local strain. In this method, to obtain the local strain, the rotation-related term in the relative displacement vector is calculated by the Euler equation for the rotation of imaginal rigid sphere. Relationships between the stiffness of the springs and the macro material elastic constants of the matter, e.g. the Young modulus and the Poisson’s ration, are derived. The explicit-finite difference scheme is adopted to solve the system of equation of motion. Numerical examples are presented to show the abilities and properties of this method in modeling for simulation of deformation and failure of rocks and concrete.

Academic Significance and Societal Importance of the Research Achievements

斜面やトンネルの施工中および供用中の安定性評価は,構造物自体の安定性のみならず,周辺への影響評価からも重要である.地盤内で進行する逐次的な破壊が突如として大変形に通じて大災害に結び付くことも想定される.このような例について,破壊域の想定などを可能にして被害の最小化を図ることは社会生活に安全・安心をもたらす上で重要である.このようなことに対して,一つの手法とその利用法を示した.

Report

(4 results)
  • 2019 Annual Research Report   Final Research Report ( PDF )
  • 2018 Research-status Report
  • 2017 Research-status Report
  • Research Products

    (4 results)

All 2019 2018

All Journal Article (2 results) Presentation (2 results) (of which Int'l Joint Research: 2 results)

  • [Journal Article] Numerical simulation on progressive failure in rock slope using a 3D lattice spring model2019

    • Author(s)
      Tsuyoshi Nishimura and Masanori Kohno
    • Journal Title

      Proceedings of the Rock Dynamics Summit in Okinawa

      Volume: 印刷中

    • Related Report
      2018 Research-status Report
  • [Journal Article] 数値解析に基づくトンネル切羽周辺地盤の変形や不安定化に関する検討2018

    • Author(s)
      岩本 大祐・文村 賢一・西村 強・河野 勝宣
    • Journal Title

      トンネル工学報告集

      Volume: 28 Pages: 1-6

    • Related Report
      2018 Research-status Report
  • [Presentation] Numerical simulation on progressive failure in rock slope using a 3D lattice spring model2019

    • Author(s)
      Tsuyoshi Nishimura & Masanori Kohno
    • Organizer
      A Specialized Conference of ISRM 2019 ROCK DYNAMICS SUMMIT IN OKINAWA
    • Related Report
      2019 Annual Research Report
    • Int'l Joint Research
  • [Presentation] Numerical simulations on failure and stress wave propagation in solid materials using a 3D lattice spring model2018

    • Author(s)
      Tsuyoshi Nishimura, Masanori Kohno and Kenichi Fumimura
    • Organizer
      Third International conference on rock dynamics and application
    • Related Report
      2017 Research-status Report
    • Int'l Joint Research

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Published: 2017-04-28   Modified: 2021-02-19  

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