Alternative measures for soil slope stability using capillary barrier of soil

T. Morii, Y. Takeshita, M. Inoue, S. Matsumoto

研究成果

7 被引用数 (Scopus)

抄録

Capillary barrier is the simple soil layer system which is composed of the fine soil (sand) layer underlain by the coarse soil (gravel) layer. The capillary barrier soil was constructed in the natural sand slope, and the volumetric moisture contents in the soil were measured together with precipitations for about four months. Soil moisture changes in the gravel layer were compared those in the sand layer. An excellent divergence of infiltration water along the tilted interface between the soil layers was confirmed. The percolation or breakthrough of the water flow along the interface into the gravel layer was also observed. The divergence length of the capillary barrier where the breakthrough occurs was estimated and compared with the observation.

本文言語English
ホスト出版物のタイトルUnsaturated Soils
ホスト出版物のサブタイトルTheoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils
ページ319-324
ページ数6
出版ステータスPublished - 12月 1 2010
イベント4th Asia Pacific Conference on Unsaturated Soils - Newcastle, NSW
継続期間: 11月 23 200911月 25 2009

出版物シリーズ

名前Unsaturated Soils: Theoretical and Numerical Advances in Unsaturated Soil Mechanics - Proceedings of the 4th Asia Pacific Conference on Unsaturated Soils

Other

Other4th Asia Pacific Conference on Unsaturated Soils
国/地域Australia
CityNewcastle, NSW
Period11/23/0911/25/09

ASJC Scopus subject areas

  • 土壌科学

フィンガープリント

「Alternative measures for soil slope stability using capillary barrier of soil」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

引用スタイル