The Recovered Strength of Landslide Soils and its Relation to the Effective Normal stress

DOI Web Site 9 Citations 16 References

Bibliographic Information

Other Title
  • 地すべり土の回復強度と垂直応力の影響
  • ジスベリド ノ カイフク キョウド ト スイチョク オウリョク ノ エイキョウ

Search this article

Description

The purpose of this study is to clarify the recovery from the residual strength of landslide soils and the influence of the effective normal stress on strength recovery.<BR>The recovery of the shear strength of the samples contained high amount of sand particles subjected to large-displacement shear by re-consolidation was clearly detected at the effective normal stresses below 150 kPa. The recovery rate increased with the decreasing normal stress but the strength did not recover to the level of the fully-softened strength. Furthermore, for the samples contained high amount of clay particles, the rate of decrease in the strength against the peak strength was great but the recovery rate was negligible at the whole normal stress. The differences between the recovered strength and the residual strength were 1°-3° for the samples contained high amount of sand.

Journal

  • Landslides

    Landslides 37 (3), 18-24_1, 2000

    The Japan Landslide Society

Citations (9)*help

See more

References(16)*help

See more

Keywords

Details 詳細情報について

Report a problem

Back to top