Designing the shape of soil slopes stable during seepage fluctuations in California hillsides

N. B. Ilyinsky, A. R. Kacimov, N. D. Yakimov

Research output: Contribution to journalArticle

4 Citations (Scopus)

Abstract

The ultimately stable slopes in the cases of seepage through the earth dam, under the sheet piling, and to the drainage trench are found by the methods of linear differential equations, boundary-value problems, and hodograph of velocity. -Authors

Original languageEnglish
Pages (from-to)67-70
Number of pages4
JournalUnknown Journal
Publication statusPublished - 1991

Fingerprint

earth dam
seepage
trench
drainage
soil
method

ASJC Scopus subject areas

  • Earth and Planetary Sciences(all)
  • Environmental Science(all)

Cite this

Designing the shape of soil slopes stable during seepage fluctuations in California hillsides. / Ilyinsky, N. B.; Kacimov, A. R.; Yakimov, N. D.

In: Unknown Journal, 1991, p. 67-70.

Research output: Contribution to journalArticle

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