日本地球惑星科学連合2014年大会

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インターナショナルセッション(口頭発表)

セッション記号 S (固体地球科学) » S-TT 計測技術・研究手法

[S-TT07_29AM1] Frontier Researches in Exploration Geophysics

2014年4月29日(火) 09:00 〜 10:40 421 (4F)

コンビーナ:*三ケ田 均(京都大学大学院工学研究科)、中山 圭子(早稲田大学理工学研究所)、佐藤 龍也(地熱技術開発株式会社)、座長:佐藤 龍也(地熱技術開発株式会社)、三ケ田 均(京都大学大学院工学研究科)

10:10 〜 10:25

[STT07-05] 粒子法による複雑な自由表面を有する岩石の破壊進展解析

*武川 順一1三ケ田 均1後藤 忠徳1 (1.京都大学大学院工学研究科)

キーワード:粒子法, 破壊進展挙動, 岩石

Failure of rock mass including complex free surfaces is of importance in many engineering and scientific fields. This paper applied an advanced discretization approach to simulate quasi-static failure of rock mass within a Hamiltonian particle method (HPM) framework. In HPM, a free surface is introduced in a simple way, just by removing or ignoring outer particles. This potential can be developed to discretize numerical models including complex free surfaces without the increment of time for pre-processing. In the present study, we developed the numerical simulator based on HPM with a staggered particle technique for simulating brittle failure and AE activities in rock mass with incorporating the elasto-plastic damage model. We, first, conducted uni-axial compressive tests for validating the effectiveness of our approach. Next, we adopted rectangular and circular disc specimens with a hole as complex free surface models. Our numerical results had good agreement with those from laboratory experiments. This suggests that HPM would be a method to simulate failure behavior of rock mass without time-consuming pre-processing.