Future evolution of slope stability analysis created by SPH method

H. Nonoyama, A. Yashima, S. Moriguchi

研究成果: 会議への寄与学会論文査読

4 被引用数 (Scopus)

抄録

In this paper, the SPH (Smoothed Particle Hydrodynamics) method is applied to slope stability problems. This method can handle large deformation problems because it is based on the free mesh system. In addition, the constitutive models of geomaterials can be used directly. First, a simulation of a simple shear test is carried out to validate the SPH method. Then, slope stability analysis considering countermeasures is carried out. The numerical results are compared with results of the safety factors calculated by the Fellenius method. Based on the obtained results, the effectiveness of the SPH method for slope stability analysis is discussed.

本文言語英語
ページ2229-2232
ページ数4
出版ステータス出版済み - 2013
イベント18th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2013 - Paris, フランス
継続期間: 2013 9月 22013 9月 6

会議

会議18th International Conference on Soil Mechanics and Geotechnical Engineering, ICSMGE 2013
国/地域フランス
CityParis
Period13/9/213/9/6

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