Cundall モデルを用いた粒状体シミュレーションによる構造物基礎の動的破壊解析
1987 年 1987 巻 380 号 p. 181-190
詳細
1987 年 1987 巻 380 号 p. 181-190
Dynamic collapse analysis of two types of structural foundation, deep and shallow, are performed by particle assemblies simulation with Cundall's model.
Nonlinear responses of the structural foundations by the horizontal force are obtained. Relationships between applied force and deformation with hysteresis and such phenomena as dilatancy and settlement of the particle assemblies ground are found not to be expected in the analysis of continuous media. A size of the ground model is of 3400 particles.
