Three-dimensional stability analysis for slurry-filled trench wall in cohesionless soil

Jiin Song Tsai, Jia Chyi Chang

Research output: Contribution to journalArticle

29 Citations (Scopus)

Abstract

On the basis of the limiting equilibrium and arching theory, a three-dimensional analysis is proposed for slurry-supported trenches in cohesionless soils. This analytical approach is developed by considering the trench stability problem as a vertical soil cut within a fictitious half-silo with a rough wall surrounding. Arching effects are considered not only in the vertical direction but also in the horizontal direction. A shell-shaped slip surface of the sliding soil mass is defined by the Mohr-Coulomb criterion. The factor of safety is defined as the ratio of the resisting force induced by slurry pressure to the horizontal force required to maintain the stability of the trench wall. Results of the proposed method have been compared with those of two existing analytical methods for a typical trench stability problem.

Original languageEnglish
Pages (from-to)798-808
Number of pages11
JournalCanadian Geotechnical Journal
Volume33
Issue number5
DOIs
Publication statusPublished - 1996 Oct

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Geotechnical Engineering and Engineering Geology

Fingerprint Dive into the research topics of 'Three-dimensional stability analysis for slurry-filled trench wall in cohesionless soil'. Together they form a unique fingerprint.

  • Cite this